建筑安全设计中英文对照外文翻译文献

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建筑结构设计中英文对照外文翻译文献

建筑结构设计中英文对照外文翻译文献

中英文对照外文翻译(文档含英文原文和中文翻译)Create and comprehensive technology in the structure globaldesign of the buildingThe 21st century will be the era that many kinds of disciplines technology coexists , it will form the enormous motive force of promoting the development of building , the building is more and more important too in global design, the architect must seize the opportunity , give full play to the architect's leading role, preside over every building engineering design well. Building there is the global design concept not new of architectural design,characteristic of it for in an all-round way each element not correlated with building- there aren't external environment condition, building , technical equipment,etc. work in coordination with, and create the premium building with the comprehensive new technology to combine together.The premium building is created, must consider sustainable development , namely future requirement , in other words, how save natural resources as much as possible, how about protect the environment that the mankind depends on for existence, how construct through high-quality between architectural design and building, in order to reduce building equipment use quantity andreduce whole expenses of project.The comprehensive new technology is to give full play to the technological specialty of every discipline , create and use the new technology, and with outside space , dimension of the building , working in coordination with in an all-round way the building component, thus reduce equipment investment and operate the expenses.Each success , building of engineering construction condense collective intelligence and strength; It is intelligence and expectation that an architect pays that the building is created; The engineering design of the building is that architecture , structure , equipment speciality compose hardships and strength happenning; It is the diligent and sweat paid in design and operation , installation , management that the construction work is built up .The initial stage of the 1990s, our understanding that the concept of global design is a bit elementary , conscientious to with making some jobs in engineering design unconsciously , make some harvest. This text Hangzhou city industrial and commercial bank financial comprehensive building and Hangzhou city Bank of Communications financial building two building , group of " scientific and technological progress second prize " speak of from person who obtain emphatically, expound the fact global design - comprehensive technology that building create its , for reach global design outstanding architect in two engineering design, have served as the creator and persons who cooperate while every stage design and even building are built completely.Two projects come into operation for more than 4 years formally , run and coordinate , good wholly , reach the anticipated result, accepted and appreciated by the masses, obtain various kinds of honor .outstanding to design award , progress prize in science and technology , project quality bonus , local top ten view , best model image award ,etc., the ones that do not give to the architect and engineers without one are gratified and proud. The building is created Emphasizing the era for global design of the building, the architects' creation idea and design method should be broken through to some extent, creation inspirations is it set up in analysis , building of global design , synthesize more to burst out and at the foundation that appraise, learn and improve the integration capability exactly designed in building , possess the new knowledge system and thinking method , merge multi-disciplinary technology. We have used the new design idea in above-mentioned projects, have emphasized the globality created in building .Is it is it act as so as to explain to conceive to create two design overview and building of construction work these now.1) The financial comprehensive building of industrial and commercial bank of HangZhou,belong to the comprehensive building, with the whole construction area of 39,000 square meters, main building total height 84, 22, skirt 4 of room, some 6 storeys, 2 storeys of basements.Design overall thinking break through of our country bank building traditional design mode - seal , deep and serious , stern , form first-class function, create of multi-functional type , the style of opening , architecture integrated with the mode of the international commercial bank.The model of the building is free and easy, opened, physique was made up by the hyperboloid, the main building presented " the curved surface surrounded southwards ", skirt room presents " the curved surface surrounded northwards ", the two surround but become intension of " gathering the treasure ".Building flourishing upwards, elevation is it adopt large area solid granite wall to design, the belt aluminium alloy curtain wall of the large area and some glass curtain walls, and interweave the three into powerful and vigorous whole , chase through model and entity wall layer bring together , form concise , tall and straight , upward tendency of working up successively, have distinct and unique distinctions.Building level and indoor space are designed into a multi-functional type and style of opening, opening, negotiate , the official working , meeting , receiving , be healthy and blissful , visit combining together. Spacious and bright two storeys open in the hall unifiedly in the Italian marble pale yellow tone , in addition, the escalator , fountain , light set off, make the space seem very magnificent , graceful and sincere. Intelligent computer network center, getting open and intelligent to handle official business space and all related house distribute in all floor reasonably. Top floor round visit layer, lift all of Room visit layer , can have a panoramic view of the scenery of the West Lake , fully enjoy the warmth of the nature. 2) The financial building of Bank of Communications of Hangzhou, belong to the purely financial office block, with the whole construction area of 19,000 square meters, the total height of the building is 39.9 meters, 13 storeys on the ground, the 2nd Floor. Live in building degree high than it around location , designer have unique architectural appearance of style architectural design this specially, its elevation is designed into a new classical form , the building base adopts the rough granite, show rich capability , top is it burn granite and verticality bar and some form aluminum windows make up as the veneer to adopt, represent the building noble and refined , serious personality of the bank.While creating in above-mentioned two items, besides portraying the shape of the building and indoor space and outside environment minister and blending meticulously, in order to achieve the outstanding purpose of global design of the building , the architect , still according to the region and project characteristic, put forward the following requirement to every speciality:(1) Control the total height of the building strictly;(2) It favorable to the intelligent comfortable height of clearances to create; (3) Meet thefloor area of owner's demand;(4)Protect the environment , save the energy , reduce and make the investment;(5) Design meticulously, use and popularize the new technology; (6)Cooperate closely in every speciality, optimization design.Comprehensive technologyThe building should have strong vitality, there must be sustainable development space, there should be abundant intension and comprehensive new technology. Among above-mentioned construction work , have popularized and used the intelligent technology of the building , has not glued and formed the flat roof beam of prestressing force - dull and stereotyped structure technology and flat roof beam structure technology, baseplate temperature mix hole , technology of muscle and base of basement enclose new technology of protecting, computer control STL ice hold cold air conditioner technology, compounding type keeps warm and insulates against heat the technology of the wall , such new technologies as the sectional electricity distribution room ,etc., give architecture global design to add the new vitality of note undoubtedly.1, the intelligent technology of the buildingIn initial stage of the 1990s, the intelligent building was introduced from foreign countries to China only as a kind of concept , computer network standard is it soon , make information communication skeleton of intelligent building to pursue in the world- comprehensive wiring system becomes a kind of trend because of 10BASE-T. In order to make the bank building adapt to the development of the times, the designer does one's utmost to recommend and design the comprehensive wiring system with the leading eyes , this may well be termed the first modernized building which adopted this technical design at that time.(1) Comprehensive wiring system one communication transmission network, it make between speech and data communication apparatus , exchange equipment and other administrative systems link to each other, make the equipment and outside communication network link to each other too. It include external telecommunication connection piece and inside information speech all cable and relevant wiring position of data terminal of workspace of network. The comprehensive wiring system adopts the products of American AT&T Corp.. Connected up the subsystem among the subsystem , management subsystem , arterial subsystem and equipment to make up by workspace subsystem , level.(2) Automated systems of security personnel The monitoring systems of security personnel of the building divide into the public place and control and control two pieces of systemequipment with the national treasury special-purposly synthetically.The special-purpose monitoring systems of security personnel of national treasury are in the national treasury , manage the storehouse on behalf of another , transporting the paper money garage to control strictly, the track record that personnel come in and go out, have and shake the warning sensor to every wall of national treasury , the camera, infrared microwave detector in every relevant rooms, set up the automation of controlling to control.In order to realize building intellectuality, the architect has finished complete indoor environment design, has created the comfortable , high-efficient working environment , having opened up the room internal and external recreation space not of uniform size, namely the green one hits the front yard and roofing, have offered the world had a rest and regulated to people working before automation is equipped all day , hang a design adopt the special building to construct the node in concrete ground , wall at the same time.2, has not glued and formed the flat roof beam of prestressing force- dull and stereotyped structure technology and flat roof beam structure technologyIn order to meet the requirement with high assurance that the architect puts forward , try to reduce the height of structure component in structure speciality, did not glue and form the flat roof beam of prestressing force concrete - dull and stereotyped structure technology and flat roof beam structure technology after adopting.(1) Adopt prestressing force concrete roof beam board structure save than ordinary roof beam board concrete consumption 15%, steel consumption saves 27%, the roof beam reduces 300mm high.(2) Adopt flat roof beam structure save concrete about 10% consumption than ordinary roof beam board, steel consumption saves 6.6%, the roof beam reduces 200mm high.Under building total situation that height does not change , adopt above-mentioned structure can make the whole building increase floor area of a layer , have good economic benefits and social benefit.3, the temperature of the baseplate matches muscle technologyIn basement design , is it is it is it after calculating , take the perimeter to keep the construction technology measure warm to split to resist to go on to baseplate, arrange temperature stress reinforcing bar the middle cancelling , dispose 2 row receives the strength reinforcing bar up and down only, this has not only save the fabrication cost of the project but also met the basement baseplate impervious and resisting the requirement that splits.4, the foundation of the basement encloses and protects the new technology of design and operationAdopt two technological measures in enclosing and protecting a design:(1) Cantilever is it is it hole strength is it adopt form strengthen and mix muscle technology to design to protect to enclose, save the steel and invite 60t, it invests about 280,000 to save.(2) Is it is it protect of of elevation and keep roof beam technology to enclose , is it protect long to reduce 1.5m to enclose all to reduce, keep roof beam mark level on natural ground 1.5m , is it is it protect of lateral pressure receive strength some height to enclose to change, saving 137.9 cubic meters of concrete, steel 16.08t, reduces and invests 304,000 yuan directly through calculating.5, ice hold cold air conditioner technologyIce hold cold air conditioner technology belong to new technology still in our country , it heavy advantage that the electricity moves the peak and operates the expenses sparingly most. In design, is it ice mode adopt some (weight ) hold mode of icing , is it ice refrigeration to be plane utilization ratio high to hold partly to hold, hold cold capacity little , refrigeration plane capacity 30%-45% little than routine air conditioner equipment, one economic effective operational mode.Hold the implementation of the technology of the cold air conditioner in order to cooperate with the ice , has used intelligent technology, having adopted the computer to control in holding and icing the air conditioner system, the main task has five following respects:(1) According to the demand for user's cold load , according to the characteristic of the structure of the electric rate , set up the ice and hold the best operation way of the cold system automatically, reduce the operation expenses of the whole system;(2) Fully utilize and hold the capacity of the cold device, should try one's best to use up all the cold quantity held basically on the same day;(3) Automatic operation state of detection system, ensure ice hold cold system capital equipment normal , safe operation;(4) Automatic record parameter that system operate, display system operate flow chart and type systematic operation parameter report form;(5) Predict future cooling load, confirm the future optimization operation scheme.Ice hold cold air conditioner system test run for some time, indicate control system to be steady , reliable , easy to operate, the system operates the energy-conserving result remarkably.6, the compounding type keeps in the wall warm and insulates against heat To the area of Hangzhou , want heating , climate characteristic of lowering the temperature in summer in winter, is it protect building this structural design person who compound is it insulate against heat the wall to keep warm to enclose specially, namely: Fit up , keep warm , insulate against heat the three not to equal to the body , realize building energy-conservation better.Person who compound is it insulate against heat wall to combine elevation model characteristic , design aluminium board elevation renovation material to keep warm, its structure is: Fill out and build hollow brick in the frame structure, do to hang the American Fluorine carbon coating inferior mere aluminium board outside the hollow brick wall.Aluminium board spoke hot to have high-efficient adiabatic performance to the sun, under the same hot function of solar radiation, because the nature , color of the surface material are different from coarse degree, whether can absorb heat have great difference very , between surface and solar radiation hot absorption system (α ) and material radiation system (Cλ ) is it say to come beyond the difference this. Adopt α and Cλ value little surface material have remarkable result , board α、Cλ value little aluminium have, its α =0.26, Cλ =0.4, light gray face brick α =0.56, Cλ =4.3.Aluminium board for is it hang with having layer under air by hollow brick to do, because aluminium board is it have better radiation transfer to hot terms to put in layer among the atmosphere and air, this structure is playing high-efficient adiabatic function on indoor heating too in winter, so, no matter or can well realize building energy-conservation in winter in summer.7, popularize the technology of sectional electricity distribution roomConsider one layer paves Taxi " gold " value , the total distribution of the building locates the east, set up voltage transformer and low-voltage distribution in the same room in first try in the design, make up sectional electricity distribution room , save transformer substation area greatly , adopt layer assign up and down, mixing the switchyard system entirely after building up and putting into operation, the function is clear , the overall arrangement compactness is rational , the systematic dispatcher is flexible . The technology have to go to to use and already become the model extensively of the design afterwards.ConclusionThe whole mode designed of the building synthetically can raise the adaptability of the building , it will be the inevitable trend , environmental consciousness and awareness of saving energy especially after strengthening are even more important. Developing with the economy , science and technology constantly in our country, more advanced technology and scientific and technical result will be applied to the building , believe firmly that in the near future , more outstanding building global design will appear on the building stage of our country. We will be summarizing, progressing constantly constantly, this is that history gives the great responsibility of architect and engineer.译文:建筑结构整体设计-建筑创作和综合技术21世纪将是多种学科技术并存的时代,它必将形成推动建筑发展的巨大动力,建筑结构整体设计也就越来越重要,建筑师必须把握时机,充分发挥建筑师的主导作用,主持好各项建筑工程设计。

建筑设计中英文对照外文翻译文献

建筑设计中英文对照外文翻译文献

建筑设计中英文对照外文翻译文献On the other hand, there is a significant amount ofliterature in the field of architecture design that is writtenin foreign languages. While it may not be as readily accessible for non-native speakers, there are many benefits to exploring literature in other languages. For example, architects who are fluent in multiple languages can have a broader understanding of different cultural approaches to architecture. By reading literature in foreign languages, architects can gain insights into design concepts and practices that may not be covered in English-language sources. This can lead to a more diverse and innovative approach to design.However, one challenge with accessing literature in foreign languages is the accuracy of translations. Architecture is a technical field with specific terminology, and it is important to ensure that translations accurately convey the intended meaning. In some cases, the translation of technical terms and concepts may not accurately convey their full meaning, which can lead to misunderstandings or confusion. Architects who rely on translated literature should be cautious and ensure they verify the accuracy of the translations with experts in the field.Despite these challenges, it is essential for architects to explore literature in multiple languages to stay informed and to gain a global perspective on architecture design. By consideringboth English and foreign language translated literature, architects can access a wider range of resources and insights. Additionally, architects should consider collaborating with colleagues who are fluent in different languages to ensure accurate translation and interpretation of foreign language sources.In conclusion, architecture design is a field that benefits from accessing literature in multiple languages. English provides a wealth of resources and is the global language of academia. However, architects who can access and read literature in foreign languages can gain new perspectives and insights into different cultural approaches to design. While caution should be taken to verify the accuracy of translations, architects should explore literature in multiple languages to broaden their understanding and enhance their creative problem-solving skills.。

建筑设计外文翻译文献

建筑设计外文翻译文献

建筑设计外文翻译文献(文档含中英文对照即英文原文和中文翻译)外文:Structural Design of Reinforced Concrete Sloping Roof Abstract: This paper point out common mistakes and problems in actual engineering design according immediately poured reinforced concrete sloping roof especially common residential structure.It brings out layout and design concept use folded plate and arch shell structure in order to reduction or elimination beam and column Layout to reduce costs and expand use function for user of garret . The paper also discussed the need to open the roof holes, windows, and with other design with complex forms . The corresponding simple approximate calculation method and the structure treatment also described in this paper.Keywords : sloping roof;folded plate; along plane load;vertical plane load1. IntroductionIn recent years, reinforced concrete slope of the roof has been very common seen, the correct method of it’s design need establish urgently It’s target is to abolish or reduce the roof beams and columns, to obtain big room and make the roof plate "clean ". This not only benefits tructure specialty itself but also to the design of the building professionals to develop new field, and ultimately to allow users, property developers benefited,and so it has far-reaching significance.In the common practice engineering practice, a designer in the calculation of the mechanical model often referred sloping roof as vertical sloping roof under the projection plane Beam, or take level ridge, ramps ridge contour as a framework and increase unnecessary beam and tilt column . In fact ,the stress is similar between General square planar housing, double slope, multi-slope roof and arch, shell.Ping and oblique ridge are folded plate like “A”, whether layout beams and columns, its ridge line of the deformation pattern is different from the framework fundamentally. All these method will make the difference between calculation results and real internal structure force. During the construction process, housing backbone, plate bias department template has complex shapes, multi-angle bars overlap, installation and casting is very difficult. These projects are common in construction and is a typical superfluous. Some scholars use the elastic shell theory to analyze folded plate roof、internal force and deformation, reveals the vertical loads law of surrounding the base is neither level rise nor the vertical displacement which to some extent reflects the humps and shell’s features .But assume that boundary conditions which is very different from general engineering actual situation and covered the eaves of a vertical cross-settlement and bottom edge under the fundamental characteristics of rally, so it is not for general engineering design .2. Outlines of MethodsFor most frequently span, the way to cancel the backbone of housing, didn’t add axillary often. But in the periphery under the eaves to the framework need established grid-beam or beams over windows. For long rectangular planar multi-room, multi-column, building professionals in a horizontal layout of the partition wall between each pair of columns and the direction set deep into the same thickness width have possession of a gathering of the rafah beam profiles . Pull beam above has a two-slope roof plate affixed sloping beams expect smaller span. For residential,if it has no needs according construction professional, we will be able to achieve within the household no ceiling beams exposed, see figure 1. Similar lattice theory, this approach emphasizes the use of axial force component effe ct, But is different with the truss because it’s load distribution along the bar not only single but also along the axis of the plate. Generally each plate has force characteristics of folded plate, for bear gravity at the roof, wind, earthquake loads, caused the plate along with the internal force components, each plate is equivalent to strengthen the thin flange beams .Among vertical bearing , it is thin-walled beams anti-edge horizontal component to balance Wang thrust formed by arch shell effect. When plates bear the the vertical component load, each plate is equivalent to a solid edge embedded multilateral bearing plates .The design feature of this method is establish and perfect the sloping roof of the arch, folded plate system Consciously, at top of the roof, using a minimal level of rafah balance beam ramp at the level of thrust.It’s calculation methods can be divided into hand algorithm and computer paper, this paper focus on the hand algorithm.Hand algorithm take the single-slope plate of sloping roof plate as slider , through approximate overall analysis, Simplified boundary conditions of determine plate,solving load effect along level and vertical plane, Internal forces of various linear superposition under the condition of assumption of normal straight, testing stability and integrated reinforcement. The method pursuit of operational, use general engineer familiar calculation steps to address more complex issues.This method is suitable for the framework structure, little modifications also apply to masonrystructure or Frame-wall structure. General arch structure have good anti-seismic performance, if designed properly, the sloping roof will also do so. In this paper the pseudo-static is used to analysis earthquake effects.3. Analysis and Design for Along Plane Effect of LoadsFirst regard to cross profile of figure 1,we analysis equal width rectangular parts of long trapezoidal panels 1、2. as for approximate calculation,it is take plane loads along plane as a constant just like four rectangular plate can be simplified to one-way slab,we take along to long unit width narrow structure as analysis object ,take hinged arch model shown in figure 2.图2a图3a图2b图3b图2c图3cIn Figure 2 the right supports vertical linkage representatives roof beams supporting role, ramps connecting rod on behalf of the board itself thin beam reaction effect which is virtual and approximate equivalent. We would like to calculate two anti-bearing.Because the total pressure of physical project through two plate roof beams and transfer to the ends column, So Anti two numerical difference can be seen as two plates bear along with the plane load and roof beams bear the vertical load pressure. Two Anti power link expressions in Various conditions were given as follows, because the model take units width,so the results is line averageload distribution except it has Focus quality in house.They are bouth represent by N , English leftover subscript s, b, represent the plane along the roof panels and vertical role in the roof beam, g, w, e,represent gravity, air pressure and the level of earthquake separately. d, c, represent distribution of concentrated load or effect separately, In the formula h is thicness of every plate,g is gravitation acceleration, a is roof for the horizontal seismic acceleration value formula, Wk represent the standard value Pressure.m with number footnotesrepresent every numbered ramp the quality distribution per unit area ,m with english footnotes represent quality of per location.as to two symmetrical slopes, the formula can be more concise.Figure 2a represent situation of vertical gravity load ,these formulas as follows:()()'''111100110cos cos 38cos cos cos cos L AL L m L AL N l h l h l m ωαβμααββ-=++ ()()()()'10000000101'100000cos cos 2cos cos 8sin cos 8sin cos cos 8sin cos cos cos l l l l l h m m s h N l l h h l h l μαβωααηαβωμβββαββααβ++-=--++()()()()101101110100001012111cos 2cos cos 2L L L L L L L m LL L L mLL L L L L L N h B hL hL LIμξβαβ⎡⎤⎛⎫⎛⎫⎛⎫--+-+--+⎢⎥ ⎪ ⎪ ⎪⎝⎭⎝⎭⎝⎭⎣⎦=++()()()()()001001110011200101021000110111121cos sin 2sin 2sin cos cos A L h L m LL L L mL L m a L L L L h h L m l m N L L L Ah L L k B h L h L δδββββαβ⎛⎫⎛⎫⎡⎤⎛⎫-+-+--+ ⎪ ⎪ ⎪⎢⎥+⎝⎭⎝⎭⎝⎭⎣⎦=+---++Figure 2b represent situation of bear wind load, these formulas as follows:()()222211122111cos cos cos 8cos cos cos cos wkL h L L S li N a L h h b ωαωββαβα-=++ ()()()()22222001111222212110cos cos cos 11cos cos cos cos sin 5cos sin cos cos sin cos k K L h l w L w w h w h m L N l l AL h L a h L αωαβαβλαβααββββαββ⎡⎤-⎡⎤+⎢⎥=+++-+⎢⎥++⎢⎥⎣⎦⎣⎦Figure 2c represent situation of role of level earthquake, these formulas as follows:()()2222210011022001sin cos sin cos 3sin cos cos cos cos cos a a L h l L L N L h l hl αμβαωαβωβδαβαβδβ+=--+ ()()()()222221011120322222102101sin cos sin cos sin sin sin 3cos 2ln cos 5ln cos cos cos cos a l h m l m L m m m N n s l l l g h l h l δβααβαββββαβαβαβ++=++++ ()()()0010011012110121000111sin cos 2cos 2cos cos cos a a L L m L L L n L L L L L nh L N L l h l h l ββαβαβ⎡⎤⎛⎫⎛⎫-+-+⎢⎥ ⎪ ⎪⎝⎭⎝⎭⎢⎥=+⎢⎥+⎢⎥⎢⎥⎣⎦ ()00000201sin 2cos a a L m L L L h L l θβα⎡⎤⎛⎫-+-⎢⎥ ⎪⎝⎭⎣⎦+()()()2000010121001sin sin cos sin cos sin cos cos 2sin cos a e L m L L L h L m m N l l h βααβαββαβββ⎡⎤⎛⎫-+-⎢⎥ ⎪+⎝⎭⎣⎦=-+ ()()()001001001221111221001sin 1sin cos 2cos 2cos cos cos sin a a L L L L L L m L L L L L h L h l L h l h ωαββαβαββ⎡⎤⎛⎫⎛⎫-+-+⎢⎥ ⎪ ⎪⎝⎭⎝⎭⎢⎥-+⎢⎥+⎢⎥⎢⎥⎣⎦ When vertical seismic calculation required by Seismic Design ParametersIt’s calculate formula generally similar as formula 1 to 4 which only need take gravity g asvertical seismic acceleration a. Above formulas apply to right bearings in figure 2 and also to left when exchange data of two plate.As end triangle of Multi-slope roof ,for simplify and approximate calculation need, we assume two lines distribution load only produced by roof board of several load, effect.now II-II cross-section from figure is took to analysis Long trapezoidal plate two’s end triangle, assuming the structure symmetry approximately, take half of structure to establish model (figure 3). Because linked with the end triangular plate-3 plane has great lateral stiffness ,therefore assume the model leftist stronghold along the central component around which can not be shifted direction. Central Plate vertical stiffness small, in general gravity load of roughly symmetric midpoint only next movement happened possible, Therefore, the model used parallel two-link connection. Wind loading, and the general role of the earthquake in two slope was roughly antisymmetric,so plate model in the central use fixed hinge bearings which allow rotation and transtlateral force to plate 3near the plate beam. Under plate two triangular area is eaves of vertical beams and plates itself along with plane load distribution is functionshown in Figure 1 take the variable x as an argument,assume the distance from position of section II to end part is x 0s so the slope level length is y 0=x 0L 2/L 3,formula 11 to 14 is the value of Vertical triangle of gravity along the x direction arbitrary location of the two load distribution ,where h 3 is Slitting vertical thickness of plate 3.()22001cos 212cos e a a mkxL h x N L sh v l x ββ⎡⎤=-⎢⎥+-⎢⎥⎣⎦ ()211121001sin cos 212cos m kvL h x N l xh x L V βββ⎡⎤=+⎢⎥+-⎢⎥⎣⎦ ()22000002221100max 1123cos L La h L L L L N VL h h l a V L L αγβ⎡⎤⎛⎫=---⎢⎥ ⎪+-⎢⎥⎝⎭⎣⎦ ()22201000112222201001ln 23cos a L L h l L L L n V s xl h v h L x x l L ββ⎡⎤⎛⎫=+-⎢⎥ ⎪+-⎢⎥⎝⎭⎣⎦ As wind load and earthquake effect, sketch could use approximate figure 3b 、3c and use method of structural mechanics to solve But the process is cumbersome and reasonable extent is limited .the wind and earthquake effect is not important compare with the load effect. Moreover,the triangle area is small As approximate calculation, such direct-use rectangular plate slope calculation is more convenient and not obvious waste. The method of solve two load distribution of plate three is same as the solution of Long trapezoidal plate area just make the change of x and y、L2 and L3 in figure 1.The actual profile is part III-III shown in figure 1A B C图4a图4b BDFigure 4 is vertical launch plan and bear load portfolio value of roof ramp shown in Figure 1 to analysis inclined plate and the internal forces of the anti-bearing column . in the figure hypotenuse is oblique roof equal to strengthen frame, Similar wind ramp truss rod and the next edge portfolio, could form the dark truss system ,while long rectangular plate can be seen as part of thin-walled beams, which could also be seen as truss. Therefore, we called roof boarding the plane formed a "thin-walled beam-truss" system, in concrete theory, between the truss and the b eam have no natural divide . it’s no need hand count accurate internal forces and bearing force to such a joint system, Because on the one hand span more, big bending stiffness structure sensitive to the bearing uneven subsidence and have to stay safe reserves; on the other hand it has high cross-section, by increasing reinforced to increase capacity on the cost impact is not significant. Specific algorithm is: Single-ramp calculate by simple cradle, Multi-Span ramp’s bending moment, shear, and supporting anti-edge use the calculate value by the possible maximum numerical control methods, Moment is calculate by simple cradle two sides of supports middle Shear, negative moment and support force calculate according to bearing this continuous, two-hinged, about two span take the largest one. Pin-Pin bearing shear force that is supported by the inter-simple calculate according to simple cradle. But in this method the location of the various internal force’s safety level is uneven expansion, appropriate adjustmen t should be made is late calculation. No mater f the triangular or rectangular part of plate, Thin-plane bending rebar can get by method of moment right boards from the bottom point for the moment distance whichassigned to the eaves or roof. The author believe it has no necessary control number of reinforcement according to smallest beams reinforced rate. On the rim of triangle equivalent to ramp strut can shear entirety. when consider the end is weak can properly reinforced its roof beam below the reinforcement. If shear required stirrup in the rectangular part of thin-walled, should superposition to the beam, generally it’s no need to intentionally imaginary abdominal strengthening reinforcement at rod position.4. Calculation and Design of Pull Beam and Roof BeamsBy column in figure 1 marked calculated value of supporting force and their level of vertical component, horizontal component of the total force multiplied by the cosine of angle. Take column A as example, the first footnotes in R A2 is column number, the first footnotes represent the force generated by the panel two. Their horizontal component balanced by triangle three under the eaves of beams. horizontal component of intermediate support reaction is balanced by the two-level pull beam in deep direction. Then pull beam and above the sloping beams constitutes steel Arch. Because of the existence of antisymmetric load, bilateral role in the anti-power-level components may be inconsistent and pull beam should take the average lag. consider the support impact of uneven settlement, the level pull beam design should take bigger value.Roof beams general under four internal forces: First of the above is levels Rally, The second is axial force generated when oblique roofing in the flange plate plane bending. The third is the vertical load to bear as the roof slab edge beams under bending moment, shear ,like board supported by multi-faceted, Actual force is smaller than bear calculated by one-way plate N b,Fourth is the effect of lateral framework of internal forces .it should linear superposition ,Composite Reinforced, in the situation of weight Load, span and the small dip, checking computations should be took for tension beams cracking, appropriate intensify the section, with fine steel, including the side beams of steel beams rafah terminal should take two meander anchorage,just like letter L With ng as 10d long bends, meander 135 degrees angle and put pull beam intersection with the vertical reinforcement column touting the Meander overcast horn.This paper take model in figure 1 as example, ignore tigers window , 4 sloping roof are 35 o angle, the length of roof slab dimensions are shown in figure 4. Plate unit area quality is 350kg/m2,Overhaul live load is 0.50 kN/m2, Pressure standard of windward side is 0.21 kN/m2, Leeward face is -0.45 kN/m2, Design value of roof horizontal seismic acceleration is 0.1g, Calculate the bearing capacity limit by standardizing, Considered separately with and without seismic load effect of the combination basic design value,we use combination of without earthquake force through compare,Load calculation and analysis results of every position shown in table 1:5. Analysis and Design for Roof of the Vertical Loads Under Sloping RoofSlabs as a Multilateral Support PlateFolded plate structure has character of “unified of borad and frame”: General intersection of each pair of ramps are for mutual support, both sides of the transition line’ plate can be counted dogleg small rotation and transmission, distribution Moment.Under load control which is the role of gravity the two sloping geometry load roughly symmetrical occasions, there is no corner at symmetry capital turning point, Approximate seen as the plate embedded solid edge.if take out a distance by plate of eaves, plate of inside ridge also formation to negative moment,and long roof slabs in the plate sloping beams department and neighbor plate linked together, these all can be approximated as embedded-plate edge to process.For antisymmetric load like horizontal seismic load,the Ping roof should be treated as shear,but it is not control load usually. Plate final design moment value is the status of various unfavorable combination of linear superposition, from the cross-sectional direction plate reinforced by the columns, Reference, balance the require of concrete deep beams of tectonic, upper plate for Moment of negative reinforcement should be reinforced at all or an entire cross-leader, as they also serve as a deep beam distribution lumbartendons or stirrup. plate in the bottom vertical with reinforcement eaves, Negative reinforcementin accordance with their respective calcualte requirements,and it is different after superpositionstirrups requirementBoth sides of "stirrup" in this situation cann’t linked at awnings edge follow shape “U”, can bebent to shape "L" follow upper and down direction,legnth of packs could equal to thickness ofplate.It should enhenced at the node of ramp at the intersection appropriately. It recommended thatuse swagger tectonic shown as in Figure 5 considing simple structure without axillary at thesituation of Cloudy angle without pull. To ensure all reinforced Installing accuracy, Few of therhombus with the supports and rebar stirrups could be added to formed positioning Skeleton atstrengthening reinforced department in the figure, Let two later installed sloping steel plate tie toits lashing,designers should use a three-dimensional geometric method to accurately calculate thediamond stirrups limb edge length and Forming a swagger construction plans6. Calculating and processing of open window and hole in sloping roofAssume the plate in figure 6 has a big hole whose wideth is b ,height is h 0 ,assuming that tungcenter along with the plane bending moment, shear, respectively are M and V through overall calculation, use vierendeel calculation method get about middle cave:1XO MM T τ= 2NR MM T τ=3113312h V V h h =+ 0XO NR M M M V h --= Where I 1、I 2 、I respectively represent upp er and down plate limb’s Section moment of inertia anddouble limbs section moment of inertia.while Edge Moment by hole is:1113I M V b M α=+ 2212I M V b M μ=+not very big by the hole, close to the neutral axis in most cases overall, under the no-hole design of the reinforced the opening hole after the plane can meet the demands by calculation,under the no-hole design of the reinforced the opening hole after the plane can meet the demands by calculation.General tiger win dow’s form prominent roof Facade which a hole had opened up and the other faces a concrete slab closed.when analysis of vertical slab roof slab surface loads ,compare with without windows and roof slabs hole window sheet increased load. profiles of window’s folded plate form make it reduce the bending stiffness compare with without hole roof board, But with the profile hole edge which parallel to the vertical plate is a partial increase in bending stiffness. In the absence of the vertical plate window subordinate legislation should have upturns beam to increase stiffness of the surrounding caves near.in this way i can temporarily ignore the plate stiffness variation acording to the actual load, size and boundary conditions by entities plate to calculate psitive and negative moment and further processing nodes.it should point out that theRoof ramp layout hole edge ideal location is near the plate-bending line, especially in the open side of the window because it was cut down byvertical transmission line of the moment. If the roof slab roof beams department no outward roof then the actual plate-bending force on the line near the roof beam reversed also true, Because of this architects should strive for when determine oosition of tiger position take appropriate care.When pin tung far away from line-bending window wall and roofing in the intersection must bear folded plate and transmission moment, but compare with plate without hole its capacity is weaken surely,and it’s node turn into weak parts. To fill thy judgment and calculation errorstwo panels can be double reinforcement. When the hole is less than line-bending scope should increase negative reinforcement around to keep overall security plate bearing capacity. To ensure steel plate in place accuratly,also should use positioning stirrups and longitudinal reinforcement constitute skeleton similar as figure 5. Hoop end within vertical bars should be strengthen steel and end cave corner should be harvested more than one anchor length to make sure that bottom of the cave 4 tensile stress concentration.7. Stabilize Roof SlopeIn China's V-shaped folded plate structure design norms,the method prevent both sides of theflanges at local instability is limit its generous ratio,This requirement come from the use of isotropic plate buckling theory analysis. In research the flanges outside instability in critical state, the boundary conditions of winglets suppose as freedom outside, fixed interior, pre - and post-hinged on both sides,the situation plates subjected to the bending stress to solve width and height ratio corresponding with the critical pressure compressive stress. When the grade of concreteIs C30,the limit of width and height(b/t)ratio is 47, take 35 as stress non-normative value. Concrete elastic modulus and strength levels is not a linear relationship if use high-strength concrete other study should be taken. In the actual slope roof only a long row to the middle plate bearing plate outside may receive pressure. And here is just the pouringplate affixed roof sloping beams and horizontal pull beam cast together.Have no possible of rollover and foreign rising displacement. norms limited of folded plate span is 21m. roof below and the vertical column spacing generally much smaller it. And the board which into one with roof beams changed boundary conditions of plate, anti-great instability role also very big. For other locations ramp vertical compression edge May also set up the appropriate plate edge beams all these method will receive beyond the norms of redundant safety. Taking into account the plate shear plane, while the vertical direction of the load caused the exit plane effects, Therefore, the grasp of security of caution should cautious. This paper proposed ramp thickness not less than to the short span of 1 / 35 which also conform to design experience of generally confined SLABS, Concrete should graded between C25 and C35 while Steel should I or class II.puter Calculation Method of Local Sloping Roof Structure andOverall ICC of Overall StructureAny calculate software with inclined plate shell modules and the modules bar structural finite element can calculation of competent sloping roof. Shell element of each node have 3 membrane freedom and three panels freedom and can analysis the plane board and internal forces Of out-of-plane effects. However, the current prevalence of certain spatial structure finite element computer program which although have shell model but some are not inclined plate, some not right at the same plane, the stress state and foreign integrated reinforcement are not perfect. Withstructures becoming more diverse, complex and ramp space problems often encountered. Such software should expand its pre - and post-processing functions for conversion of shell element stiffness matrix and loading vector in the direction of freedom and further analysis of ramp space, the space of concrete against stress integrated reinforcement. In a fundamental sense manual method and the finite element method are interchangeable but the result may be very different. As long as layout roof component as this concept,then use the software to calculate can fast, precise, to achieve this goal of this paper.From the eaves to the roof elevation areas, the whole roof of anti-lateral stiffness lower than mutation, quality small than lower,this could not easy to simulate in calculation of whole housing. At the top construction of the seismic as higher-mode response which is also whiplash effect, the earthquake-lateral force may be abnormal and have effect on under layers. Therefore, in the partial hand count roof occasions when take ICC analysis to the overall structure, it proposed roof layer use model of tilt rod ramp support to reduce effect on the overall results distortion.If use software with function of space ramp handling and sloping roof modeling with shell element,all will be wrapped from top to bottom. Top results can be directly used and the distortion of the overall impact would cease to exist.10. Conclusion1)Concrete ramps, side beams in different directions superposition of internal forces, reinforced and ramp stability, the hole limits all to be do in-depth study related this research. Similar typical problems are top floor of structural transformation layer and box-type base box side wall all their research results can be used to adopt.It’s a important method do observation on project; finite element analysis ICC will be more economical, practical and popular. Currently existing completed sloping roof no matter the subjective designers use what kind of assumptions and analysis and whether reinforcement is reasonable as long as the overall structure of the objective reality, create a space folded plate and the arch system that their current work state can be used to summarize and draw upon.2)This structure forms make a new world of design concept of use the top floor and impact on people's living habits.The economic, social benefits it taked will gradually revealed,however it need interaction of architectural and structural professionals and People’s awareness andinformation and even real estate management policies and other support aspects.This method is hard for structure professional,some specific details have no norms to follow at present. This is the challenges sructure staff faced and also the happy exist.references[1]Francis D.K.Ching A Visual Dictionary of Architecture, International Thomson Publishing Inc. 1997.[2]Jiang Fengqing :internal forces of Simply supported two-way pack square plate, Civil Engineering Journal,1982(2)[3]Lai Mingyuan.Zhang Guxin:Deflection and internal forces of Simple peripheral portfolio folded plate roof, Civil Engineering Journal,1992(2)[4] ]Lai Mingyuan: Deflection and internal forces of Simple flattened four folded plate roof slope, Civil Engineering Journal, 1995(1)[5]Li Kaixi.Cui Jia:Local Stability About Yan Beam, Building Structures ,1996(1) [6]user manuals and technical conditions of Multi-storey high-rise building and the space finite element structural analysis and design software SATWE, PKPM CAD department of China Building Research Academy[7]Chen Xinghui.Lin Yuankun: Several calculation problems in the design of V-folded plate roof , Scientific publishing house,1985[8]current building structure norms, China Construction Industry Press,2002译文:钢筋混凝土坡屋顶的结构设计简介:本文对于现浇钢筋混凝土坡屋顶,尤其是常见的住宅结构,指出实际工程中常见的设计错误及问题。

建筑外文文献及翻译(参考模板)

建筑外文文献及翻译(参考模板)

外文原文Study on Human Resource Allocation in Multi-Project Based on the Priority and the Cost of ProjectsLin Jingjing , Zhou GuohuaSchoolofEconomics and management, Southwest Jiao tong University ,610031 ,China Abstract----This paper put forward the a ffecting factors of project’s priority. which is introduced into a multi-objective optimization model for human resource allocation in multi-project environment . The objectives of the model were the minimum cost loss due to the delay of the time limit of the projects and the minimum delay of the project with the highest priority .Then a Genetic Algorithm to solve the model was introduced. Finally, a numerical example was used to testify the feasibility of the model and the algorithm.Index Terms—Genetic Algorithm, Human Resource Allocation, Multi-project’s project’s priority .1.INTRODUCTIONMore and more enterprises are facing the challenge of multi-project management, which has been the focus among researches on project management. In multi-project environment ,the share are competition of resources such as capital , time and human resources often occur .Therefore , it’s critical to schedule projects in order to satisfy the different resource demands and to shorten the projects’ duration time with resources constrained ,as in [1].For many enterprises ,the human resources are the most precious asset .So enterprises should reasonably and effectively allocate each resource , especially the human resource ,in order to shorten the time and cost of projects and to increase the benefits .Some literatures have discussed the resource allocation problem in multi-project environment with resources constrained. Reference [1] designed an iterative algorithm and proposeda mathematical model of the resource-constrained multi-project scheduling .Basedon work breakdown structure (WBS) and Dantzig-Wolfe decomposition method ,a feasible multi-project planning method was illustrated , as in [2] . References [3,4]discussed the resource-constrained project scheduling based on Branch Delimitation method .Reference [5] put forward the framework of human resource allocation in multi-project in Long-term ,medium-term and short-term as well as research and development(R&D) environment .Basedon GPSS language, simulation model of resources allocation was built to get the project’s duration time and resources distribution, as in [6]. Reference [7] solved the engineering project’s resources optimization problem using Genetic Algorithms. These literatures reasonably optimized resources allocation in multi-project, but all had the same prerequisite that the project’s importance is the same to each other .This paper will analyze the effects of project’s priority on human resource allocation ,which is to be introduced into a mathematical model ;finally ,a Genetic Algorithm is used to solve the model.2.EFFECTS OF PROJECTS PRIORITY ON HUMAN RESOUCE ALLOCATIONAND THE AFFECTING FACTORS OF PROJECT’S PRIORITYResource sharing is one of the main characteristics of multi-project management .The allocation of shared resources relates to the efficiency and rationality of the use of resources .When resource conflict occurs ,the resource demand of the project with highest priority should be satisfied first. Only after that, can the projects with lower priority be considered.Based on the idea of project classification management ,this paper classifies the affecting factors of project’s priority into three categories ,as the project’s benefits ,the complexity of project management and technology , and the strategic influence on the enterprise’s future development . The priority weight of the project is the function of the above three categories, as shown in (1).W=f(I,c,s…) (1)Where w refers to project’s priority weight; I refers to the benefits of th e project; c refers to the complexity of the project, including the technology and management; s refers to the influence of the project on enterprise .The bigger the values of the three categories, the higher the priority is.3.HUMAN RESOURCE ALLOCATION MODEL IN MULTI-PROJECTENVIRONMENT3.1Problem DescriptionAccording to the constraint theory, the enterprise should strictly differentiate the bottleneck resources and the non-bottleneck resources to solve the constraint problem of bottleneck resources .This paper will stress on the limited critical human resources being allocated to multi-project with definite duration times and priority.To simplify the problem, we suppose that that three exist several parallel projects and a shared resources storehouse, and the enterprise’s operation only involves one kind of critical human resources. The supply of the critical human resource is limited, which cannot be obtained by hiring or any other ways during a certain period .when resource conflict among parallel projects occurs, we may allocate the human resource to multi-project according to project’s priorities .The allocation of non-critical independent human resources is not considered in this paper, which supposes that the independent resources that each project needs can be satisfied.Engineering projects usually need massive critical skilled human resources in some critical chain ,which cannot be substituted by the other kind of human resources .When the critical chains of projects at the same time during some period, there occur resource conflict and competition .The paper also supposes that the corresponding network planning of various projects have already been established ,and the peaks of each project’s resources demand have been optimized .The delay of the critical chain will affect the whole project’s duration time .3.2 Model HypothesesThe following hypotheses help us to establish a mathematical model:(1)The number of mutually independent projects involved in resourceallocation problem in multi-project is N. Each project is indicated withQ i,while i=1,2, … N.(2)The priority weights of multi-project have been determined ,which arerespectively w1,w 2…w n .(3) The total number of the critical human resources is R ,with r k standingfor each person ,while k=1,2, …,R(4) Δk i = ⎩⎨⎧others toprojectQ rcer humanresou i k 01(5) Resources capturing by several projects begins on time. t E i is theexpected duration time of project I that needs the critical resources tofinish some task after time t ,on the premise that the human resourcesdemand can be satisfied .tAi is the real duration time of project I thatneeds the critical resource to finish some task after time t .(6) According to the contract ,if the delay of the project happens the dailycost loss due to the delay is △c i for pro ject I .According to the project’simportance ,the delay of a project will not only cause the cost loss ,butwill also damage the prestige and status of the enterprise .(while thelatent cost is difficult to quantify ,it isn’t considered in this articletemporarily.)(7) From the hypothesis (5) ,we can know that after time t ,the time-gapbetween the real and expected duration time of project I that needs thecritical resources to finish some task is △t i ,( △t i =t A i -t E i ). For thereexists resources competition, the time –gap is necessarily a positivenumber.(8) According to hypotheses (6) and (7), the total cost loss of project I is C i(C i = △t i * △C i ).(9) The duration time of activities can be expressed by the workload ofactivities divided by the quantity of resources ,which can be indicatedwith following expression of t A i =ηi / R i * ,.In the expression , ηi refersto the workload of projects I during some period ,which is supposed tobe fixed and pre-determined by the project managers on project planningphase ; R i * refers to the number of the critical human resources beingallocated to projects I actually, with the equation Ri * =∑=Rk ki 1δ existing. Due to the resource competition the resourcedemands of projects with higherPriorities may be guarantee, while those projects with lower prioritiesmay not be fully guaranteed. In this situation, the decrease of theresource supply will lead to the increase of the duration time of activitiesand the project, while the workload is fixed.3.3 Optimization ModelBased on the above hypotheses, the resource allocation model inmulti-project environment can be established .Here, the optimizationmodel is :F i =min Z i = min∑∑==Ni i N i Ci 11ω =min i i Ni i N i c t ∆∆∑∑==11ω (2) =min ∑∑==N i i N i 11ω )E i R i ki i t - ⎝⎛∑=1δη i c ∆ 2F =min Z 2=min ()i t ∆=min )E i R i ki i t -⎝⎛∑=1δη (3) Where wj=max(wi) ,(N j i 3,2,1,=∀) (4)Subject to : 0∑∑==≤R k ki N i 11δ=R (5)The model is a multi-objective one .The two objective functions arerespectively to minimize the total cost loss ,which is to conform to theeconomic target ,and to shorten the time delay of the project with highestpriority .The first objective function can only optimize the apparenteconomic cost ;therefore the second objective function will help to makeup this limitation .For the project with highest priority ,time delay will damage not only the economic benefits ,but also the strategy and the prestige of the enterprise .Therefore we should guarantee that the most important project be finished on time or ahead of schedule .4.SOLUTION TO THE MULTI-OBJECTIVE MODEL USING GENETICALGORITHM4.1The multi-objective optimization problem is quite common .Generally ,eachobjective should be optimized in order to get the comprehensive objective optimized .Therefore the weight of each sub-objective should be considered .Reference [8] proposed an improved ant colony algorithm to solve this problem .Supposed that the weights of the two optimizing objectives are αand β ,where α+β=1 .Then the comprehensive goal is F* ,where F*=αF1+βF2.4.2The Principle of Genetic AlgorithmGenetic Algorithm roots from the concepts of natural selection and genetics .It’s a random search technique for global optimization in a complex search space .Because of the parallel nature and less restrictions ,it has the key features of great currency ,fast convergence and easy calculation .Meanwhile ,its search scope is not limited ,so it’s an effective method to solve the resource balancing problem ,as in [9].The main steps of GA in this paper are as follow:(1)EncodingAn integer string is short, direct and efficient .According to thecharacteristics of the model, the human resource can be assigned to be acode object .The string length equals to the total number of humanresources allocated.(2)Choosing the fitness functionThis paper choose the objective function as the foundation of fitnessfunction .To rate the values of the objective function ,the fitness of then-th individual is 1/n。

关于建筑行业安全施工的分析毕业设计外文文献翻译、中英文翻译

关于建筑行业安全施工的分析毕业设计外文文献翻译、中英文翻译

附录AAnalysis of Safety Performance in the Construction IndustryData source:The HKU Scholars HubOver the years, many researchers have investigated into the safety performance of the construction industry. Some of them identified factors leading to the occurrence of accidents on construction sites. The high frequency of construction accident has casted the industry a considerable amount. The government and many concerned parties have taken measures against the potential causes of accidents, aiming at reducing accidents and promoting safety in the industry.1. Definition of AccidentLaney (1982) states that the simplest definition of an accident is “an uncontrollable occurrence which results in injury or damage”. The events leading up to an accident are controllable in most cases. International Labor Office Geneva (1983) and Kennedy (1997) also agree that accidents don’t just happen, they are preventable. All industrial accidents are, either directly or indirectly, attributable to human failings. Rowlandson (1997) points out that a number of elements which need to be incorporated into the definition if this is to be useful in terms of accident prevention. These elements are:a. lack of management control;b. basic personal and task factors;c. sub-standard acts and conditions – the symptoms of the accident;d. an unplanned and undesired event or incident – the accident;e. an undesired outcome – death, injury or property damage;f. a cost.He thus defines accident as: “... an unplanned incident leading to death, injury or property damage which stems from inadequate management control of work processes manifesting itself in personal or job factors which lead to substandard actions or conditions which are seen as the immediate causes of the accident.”2. Common Accidents in Construction IndustryAccording to Lingard and Rowlinson (1994) accident proneness can be measured by thefrequency of accident occurrence. According to some researches, construction industry has the highest accident rate over the years, thus it is said to be more accident-prone than other industries. It is essential to understand why construction industry is more vulnerable to accident than the others. The Labour Department classified construction accidents by types. Table 1 shows the number of injuries in 2004 and figures in blankets are the number of fatality fixed or stationary object 11.9%Fall of person from height 11.7%Injured whilst lifting or carrying 16.0%Slip, trip or fall on same level 17.3%Striking against or stuck by moving object 19.7%Contact with moving machinery or object being machined 7.0%Others 16.4%The above chart shows the major accidents which contributed more than 5% of the construction accidents in 2004:3. Facors Affecting Safety Performance of Construction IndustryMany researchers have studied the factors affecting safety performance on construction sites. Stranks (1994) points out that the reasons of the poor safety recordmay correlate with many factors such as complexity of the work or system, risk nature of works, management style, safety knowledge and commitment, and personal behavior. Here are several factors that affect safety performance of contraction industry.a. Company SizeTam and Fung (1998) study the effectiveness of safety management strategies on safety performance. In this study, the safety performance of companies is gauged by their accident rates in 1994 as accident rates are steadier throughout the year and they can be easily obtained. In the study, it is found that company size, in term of number of management staff, affects safety performance. Tam and Fung (1998) observe that the accident rate of small companies is highest, the rate for medium sized lies almost at the industrial average and that for the large firms is the lowest. This demonstrates that larger firms generally have better safety records. This could be resulted from the more structured and formalized safetyprogrammers, and stronger management commitment to safety. It is found that the higher number of employees in the organization, the lower figure of the accident rate.b. Level of SubcontractingMulti-layer subcontracting is unique to China construction industry and has been the most common practice being used with long history. Subcontractors would normally further subcontract their work without the consent of their principal contractor to several smaller firms in order to minimize their overheads. Multi-layers of subcontractors is one of the major difficulties in implementing safety management. Recent study carried out by Wong and So (2004) shows the current status of the subcontracting practice and how multi-layer subcontracting system affects construction safety performance. Their questionnaire survey reveals that the majority of respondents (45.5%) would sublet 80-90% of their works to subcontractors. None of the respondents would carry out construction work that fully relies on their own effort; at least 30% of works would be subcontracted out.Lai (1987) attributes the high site accident rates to the use of labour-only subcontractors. As subcontracted workers are highly mobile, lack loyalty to contractors and are rewarded according to work done, they are difficult to control. Implementing safety practices on site becomes more difficult. Recent researchers, like Wong (1999) and Lee (1996), believe multi-layer subcontracting system is one of the major causes to poor safety performance in China’s construction industry. The most extreme case of subcontracting quoted by Lee (1999) was subcontracting up to 15 layers. He describes such multi-layer subcontracting as common and excessive.Small business, like subcontractors, face with specific health and safety challenges. Many firms lacked adequate resources and were often struggling to survive. Moreover, they lack an understanding of their obligations and the health and safety issues of their processes. These can be supported by Rawlinson’s (1999) study for Housing Authority. He finds that average 84% of workers injured from 1995 to 1998 were subcontractors’ w orkers. Such situation may be due to subcontractors’ workers’ inadequate training and awareness of safe working practice. Tam and Fung (1998) find there is a significant difference between trained and un-trained employees in relation to accident rate.4. CommunicationAccording to Wong (2002), communication is a major factor affecting the safety on sites. However, it has seldom been discussed before. Wong (2002) conducts a research to find out the causes of communication problems between main contractors and subcontractors. He identifies 12 factors leading to poor communication in construction industry. Among them, 10 are discussed here as they are more relevant to the territory and have been discussed by other researchers. These factors are listed below:i. Industry NatureIn order to complete the project on time, construction projects are carried out under almost all sorts of weather conditions. Besides, construction workers are usually not well-educated. These cause communication difficulties.ii. Industry CultureWong (2000) identifies sub-contracting system is a hurdle to construction safety as they are engaged on day-work basis, thus they are not aware to site safety.iii. Client TypeThere are 2 types of clients, public and private ones. Government bodies are public clients. Private clients can be further divided into experienced and inexperienced. Their concern and expectation on site safety performance appear to be different.iv. Organization StructureFryer (1997) suggests that organization structure, including hierarchy, downsizing and decentralization vs. decentralization, rigidity vs. flexibility, rules and procedure, would affect the result of communications. According to Wong (2002), downsizing became popular since 1990s because this can allow flexibility for people for respond more quickly to change.v. Relationship of Main and Sub-ContractorsThe poor relationship between contractors is an obstacle to construction safety. However, such situation could be resolved by partnering. Wong (2002) says that partnering is considered by most of the project participants as a worthwhile initiative.vi. Communication BarriersHicks and Gullett (1983) points out that communication overload and inattention to message can cause ineffective communication. People may receive more information than they can process or they spend time evaluating the sender and the message before the entiremessage is being passed or read.vii. Content of InformationWong (2002) attributes poor safety performance to the content of information. If content of information, such as method statements, working, drawings or safety procedures, are inaccurate or unclear, safety could not be effectively achieved.viii. Value of CommunicatorsTam et al (2001) point out that many production personnel rank safety in a lower priorities when compare with meeting the production schedule, quota and cost targets. Besides, Nichols and Stevens (1999) mention the failure of many superiors to listen. As a result, safety issue does not receive enough attention.ix. Provision of Continuous TrainingEnrichment of safety knowledge is essential. Teo et al (2005) carry out a study to find out the methods in fostering workers’ safe work behaviours. They find that training is an important way to enable workers to work safely, because they are equipped with the knowledge of how to work safely.x. Workers’ AttitudeWorkers’ incorrect attitude towards site safety is a big difficulty in making safety sites. In Chan et al’s (1999) research, it is fou nd that workers do not think they have the duty to comply with safety regulations for the main contractors. They will be more aware to safety issues after serious accident but they will resume their own way of practice shortly after that. Hinze (2002) and Vredenburgh (2002) state that site safety could only be improved if workers change their behaviours towards site safety. Teo et al (2005) also agree that negligence in safety and lack of awarenessto ensure lingering dangers on site would increase the chances of workers getting injured.5. Accident Costs and Safety CostsThe construction industry in China, especially for building projects, has a very poor safety record. According to Hinze and Raboud (1988), it is a common perception that “safety” is unprod uctive and not vital to the success of a project as contractors may not be appreciated by just keeping good safety on sites. However, it should be noted that accidents do not just lead to injury and loss of lives, a huge amount of accident costs is induced as well.Accordingly, safety investment in construction projects could better the safety performance and avoid the huge amount of accident costs. Ridiculously, most contractors are not willing to invest their money, time and effort to operate and to maintain effective safety programmers. They are not fully aware of the costs of an accident.Over the years, there have been many studies of the cost of accidents and it is found that, accident costs could be huge. Rowlinson (1997) identifies that cost of an accident is not only constituted of hospitalization and compensation costs of the individual involved in the accident. De Saram and Tang (2005) admit that construction accidents may result in numerous damages and losses. By understanding all the costs incurred by construction accidents, contractors might be surprised, and thus realize the importance of site safety investment.6. Safety Management SystemSafety management systems are not new to us. Many have been written on it. Site safet is regarded as an integral part of the project objective and safety attitudes a part of the project culture in order to pursue site safety effectively. Management at head office and on-site must be seen to care. Only then, an effective and committed safety officer will be appointed and given sufficient call on time and resources to achieve site safety.According to the Labour Department, below are the objectives of setting up a safety management system:a. to prevent improper behaviour that may lead to accidents;b. to ensure that problems are detected and reported; andc. to ensure that accidents are reported and handled properly.Besides, a safety management system enables flexibility of developing safety policies and measures most suitable to the particular circumstances of individual companies. The inputs from employer and employees make the safety management processes more readily be modified to keep pace with changing circumstances.An effective safety management system can be used to manage and control both existing and potential hazards and its effectiveness can be maximized when an organization is able to combine occupational safety and health issues into its business strategy.In this paper, statistics of construction safety, common accident types, factors affectingsafety performance and legislations related to construction safety have been reviewed. Statistics shows the unacceptable construction safety performance in the past. Therefore, the government introduced safety management system to the industry, hoping to establish a self-regulating atmosphere.Besides, government keeps introducing new legislation, for example the Construction Workers Registration Ordinance, and amending existing legislations to cope with the industry. Though the accident rate becomes stagnant in recent years, the fact shows the government’s determination in improving the industry to an accident-free one.附录B关于建筑行业安全施工的分析资料来源:香港大学学者中心多年来,许多研究人员都对建筑业的安全施工做出过深入研究。

建筑消防安全中英文对照外文翻译文献

建筑消防安全中英文对照外文翻译文献

建筑消防安全中英文对照外文翻译文献建筑消防安全中英文对照外文翻译文献(文档含英文原文和中文翻译)建筑消防安全中英文对照外文翻译文献原文:Fire Safety Design of Indoor Pedestrian Streets of Large Commercial BuildingAbstractIndoor pedestrian streets in China developed rapidly in recent years. The current national fire safety standards do not give clear requirements on fire protection design. Fire safety design departments have difficulties in controlling the design, so there are many problems in the fire protection design to be solved. Based on structure characteristics and application status of large-scale commercial buildings, focusing on various existing difficulties in the indoor pedestrian streets fire protection design process, this thesis defines indoor pedestrian streets fire design ideas, and puts forward fire safety measures that should be taken in the interior pedestrian streets in the layout, fire separation, fire facilities, etc.Key words:large-scale commercial buildings; indoor pedestrian streets; fire safety measures 1. IntroductionWith the diversification of market demands and diversity of business modes, the traditional commercial buildings for shopping only are gradually transformed into multifunctional large commercial buildings in various forms, which integrate hopping, dining, entertainment, culture, arts and other consumer functions. While the indoor pedestrian streets can not only improve environment application conditions and climate adaptability, but also integrate the space and functions of connected commercial buildings, which greatly improves space efficiency.Indoor pedestrian streets is shown in Fig.1.However, its unique function and structure brings many problems in fire zone separation, evacuation, smoke exhaust and other aspects in fire protection design. Now there is no domestic specific regulation for indoor pedestrian streets design. It is not only a theoretical topic of academic research, but also an urgent practical problem to solve that how to avoid the blindness in fire design of indoor pedestrian streets, proper handling and solving all the process, and ensuring fire safety of indoor pedestrian streets. Combining the problems encountered in engineering practice, I建筑消防安全中英文对照外文翻译文献make analysis on fire design of indoor pedestrian streets and put forward fire prevention measures that should be taken.Fig. 1.Indoor Pedestrian streets2. Difficulties in fire design of indoor pedestrian streetsAs there are entrances set in shops on both sides of indoor pedestrian streets, the customers can flow in the shops through the pedestrian streets. In addition, the commercial buildings on both sides of indoor pedestrian streets vary in forms, with not only small shops in tight rows, but also large supermarkets and main shops, both enclosed space, and open or semi-open circulated space. Therefore, the fire safety design difficulties mainly exist in the following aspects:(1) In accordance with current fire design specifications, indoor pedestrian streets as a limited interior space, the closed space surrounded by buildings should comply with the relevant provisions of the atrium, and fire compartment area should be calculated by overlying the connected areas of upper and lower floors. If using roller shutters or walls to separate fire compartments, it will undoubtedly undermine the effect of architectural design, but not separating will result in over-large compartment area, exceeding regulatory requirements.(2) Evacuation distance from indoor outdoor pedestrian streets to a safe outdoor place often exceeds the specified safe evacuation distance.(3) Fire escapes of the shops are set in the pedestrian streets, and evacuation must be done through the indoor pedestrian streets.(4) The smoke design of current national fire safety design specifications is not applicable for indoor pedestrian streets. Designers often design natural smoke exhaust by referring to specifications on the requirements of atrium natural smoke exhaust, but there are some problems which can not be overlooked: first, due to "laminarization" phenomenon, for the建筑消防安全中英文对照外文翻译文献ceiling with clearance height greater than 12m, whether natural smoke exhaust windows can produce real effects; second, in many cases, indoor pedestrian streets also burdens safe evacuation of the shops , which meets atrium smoke exhaust design requirements of current fire protection standards. Whether it can ensure the evacuation safety of people in indoor pedestrian streets.(5) Although the indoor pedestrian streets is used for people passage,some problems may appear in the operation of commercial buildings: first, various temporary booths or stands set in the indoor pedestrian streets will not only increase the fire load, but also affect the safe evacuation; second, to protect the shopping environment from the outdoor weather conditions, in the course of business operation some commercial buildings open the smoke exhaust outlets and set doors and windows at the entrances and on the top of the indoor pedestrian streets, which changes the conditions of safe evacuation and smoke exhaust, posing a fire hazard.3.Indoor pedestrian streets fire design ideasThe biggest difference of indoor pedestrian streets from the outdoor one lies in the roof, so it does not have equal safety of outdoor street. The people evacuated from the shops on both sides have to pass the pedestrian streets before reaching a safe location outdoors. So pedestrian streets is a transition area and an additional part of the evacuation passage. Ideally, the people in an indoor pedestrian streets can enjoy equal safety conditions of outdoors during evacuation. Therefore, the question whether indoor pedestrian streets can serve as an evacuation safe zone, will directly affect the business layout and building fire safety design. For this purpose, I put forward the following design ideas:(1) Control the fire within the shops, to avoid it spreading to the indoor pedestrian streetsWhen fire occurs in shops on the side, try to control the fire in a small range as possible, in particular, to avoid fire and smoke spreading to the indoor pedestrian streets. Usually this can be done by taking active and passive fire protection measures.Separate fire compartment reasonably.Separate the shops that face the pedestrian streets using certain fire-resistant dividers to separate the fire, to limit the spread of fire within the shop. In the shops, automatic fire alarm system, smoke exhaust system and建筑消防安全中英文对照外文翻译文献automatic sprinkler systems shall be installed to timely detect the fire, control early fire and smoke spread, and limit the spread of fire from the shops into the pedestrian streets.Indoor pedestrian streetss should have sufficient width, to ensure that even though the fire spreads out of the shops, it will not reach the other side of the pedestrian streets.(2) Avoid the pedestrian streets from being the route of fire spreadIn order to avoid indoor pedestrian streetss from being the route of fire spread, ensure that the floor, wall, and ceiling material will not lead to the spread of the fire. Non-combustible material can be considered; load-bearing structure should have sufficient fire resistance to ensure the safety of evacuation and fire fighting and rescue.Measures should be taken to limit the spread of smoke in the pedestrian streets. The ideal condition of smoke control is that, the smoke exhaust systems in the shops can start in time and exhaust the smoke effectively, to prevent the smoke from spreading into the pedestrian streets. However, considering that the fire in the shops may go out of control, or the smoke exhaust systems in the shops do not start in time or start effectively, or the fire uncontrolled by the fire extinguishing system will soon nullify the indoor exhaust system, etc.there are possibilities that the smoke in the shops spreads to the pedestrian streets. And sometimes unavoidably there are small amounts of combustible that can produce smoke when fire occurs, so it is necessary to install smoke exhaust system in the pedestrian streets.To prevent movable combustible in the pedestrian streets, such as holiday decorations, temporary stands,etc.from causing fire, it should be considered to install automatic sprinkler system or automatic scanning and positioning fire extinguishing system in the corridor and larger atrium of the indoor pedestrian streets.(3) Ensure that people within the indoor pedestrian streets can be quickly evacuated to the outsideThe people detained in the shops and pedestrian streets may not be familiar with building and evacuation routes. Even if the building provides relatively safe evacuation routes and fire exits independent of the pedestrian streets, it should also be considered due to unfamiliarity people may evacuate through the pedestrian streets, resulting in extended time of evacuation. Indoor pedestrian streets, after all, does not have the equal safety of outdoors, so measures should be taken in favor of quick evacuation.建筑消防安全中英文对照外文翻译文献The pedestrian streets should not be used for purposes other than human passage. There should be no arrangement of fixed commercial stalls or obstacles impeding the evacuation, and adequate width should be maintained to meet the evacuation needs and to avoid being overcrowded, which will affect the speed of evacuation.If the exit of shop connects directly to the indoor pedestrian streets, and extends to a safe place outside via the pedestrian streets, the distance from the exit of shop to the exit of the pedestrian streets should be controlled without being too long.As a main channel for safe evacuation, the pedestrian streets should have good emergency lighting and evacuation instructions to ensure smooth evacuation in case of fire. For indoor pedestrian streets with more complex or longer evacuation routes, emergency lighting should be strengthened, intelligent evacuation signs should be set, and fire emergency broadcast system should be allocated, to guide the evacuation in order.(4)Create favorable conditions for external fire fighting and rescueEven if the pedestrian streets is equipped with automatic fire extinguishing system, it does not rule out the case for various reasons fire occurs and spreads, which will need fire fighting service and rescue. Basic fire fighting and rescue measures are:Overall planning and rational setting of commercial building’s fire track create favorable external conditions for the fire brigade to perform rescue, and facilitate quick access for fire engines to the inside or fire site of commercial building.If the indoor pedestrian streets is relatively long, indoor pedestrian streets entrances should be set on the first floor at certain intervals for firefi ghters’ access. Fire rescue operation site should be set on the side of the building more than 24m in height, and window entrance for firefighters should be set on each floor on the wall where fire operation is performed. For the convenience of access to water, in addition to setting the fire hydrant within the shops, the fire hydrant and hose reel should also be set up within the pedestrian streets4.Indoor pedestrian streets fire protection measuresEach layer of indoor pedestrian streets, through the atrium gallery and escalator are connected with each other, creating an open, transparent continuous interior space. This open建筑消防安全中英文对照外文翻译文献and transparent settings,the commercial building shopping personnel can easily recognize direction,on emergency evacuation is very beneficial,but also insightful space indoor pedestrian streets has enough smoke storage space, slowing the smoke sedimentation velocity. But because the evacuation through indoor pedestrian streets to via staircases were evacuated, so need to ensure indoor pedestrian streets fire bining the stated fire safety design ideas, I propose the following fire protection measures:4.1. LayoutRational design of indoor pedestrian streets layout has a positive significance in reducing fire hazards to people and property, reducing economic losses and facilitating fire rescue.To reduce fire risk, commercial buildings should not operate or store commodities with fire risk properties classified as A and B, and no food stands should not be set on the pedestrian streets. To prevent the fire in the shops or in the pedestrian streets from spreading to or along the pedestrian streets, the pedestrian streets width shall meet requirements of fire prevention distance, 8m at least. The pedestrian streets should not be longer than 300m. If it is longer than 300m, open passage with width not less than 6m should be set at places within 300m, in order to facilitate the evacuation, and to delay and prevent the spread of fire, working as a fire barrier.The exits of shops on sides should connect directly to the pedestrian streets, and the exits connecting the shops and the pedestrian streets can be designed as fire escapes. The distance from the shop exit to a nearest outdoor place of safety should not be greater than 60m, in order to facilitate safe evacuationLoop fire engine track should be set around the commercial buildings. If there are difficulties, fire engine tracks with width not less than 6m should be set on two long sides of the building. If the length of the build ing’s outer boundary is greater than 150m or the total length is greater than 220m, a track through the building should be set. To facilitate fire engines’ access, do not set obstacles at the entrance of the street, or set seats, landscape, and other facilities in the street. Do not affect fire fighting or the passage of fire engines. Set fire track signs on the ground, in which there should be no obstacles or open doors & windows or steps, etc.建筑消防安全中英文对照外文翻译文献4.2. Fire separation(1) For non-food shops, shop building area should not exceed 300 m2, and the pedestrian streets and shops should be separated with 1.0h window-type spray cooling system protective tempered glass for fire separation; if the building area is more than 300 m2, 2.0h type one should be used.(2) The shop door that opens to the indoor pedestrian streets should be able to automatically shut down when fire occurs, and it should be sealed well to prevent the smoke entering into the interior pedestrian streets. The door should meet the fire resistance of not less than 1.0h.A space no less than 500mm should be left between the top of the door and the ceiling as smoke accumulating space. It is recommended to use a two-way spring door with electromagnetic absorber, so that the doors automatically close in case of emergency power-off due to fire. And ensure that both sides can be opened and automatically closed after opening.(3) The fire resistance of the walls between the shops with building area less than 300m2 should not be lower than 2.0h; for shops greater than 300m2, use walls with fire resistance not less than 3.0h to separate the adjacent shops; the walls should be built to the bottom of the upper floor. The horizontal distance between the door and window openings on both sides of the walls should be no less than 2.0m.(4) Fire damper which can be automatically closed at 70 should be set in the air conditioner and ventilation pipe through the fire wall of the shop, and smoke damper which can be automatically closed at 280 should be set in the smoke exhaust pipe.4.3. Fire fighting facilities(1) Fire extinguishing system: automatic sprinkler system should be set in the pedestrian streets corridor, and fast response sprinklers should be used. For atrium area fixed fire monitor system should be used. Fire hydrant and hose reel should be set at intervals of 50m in the indoor pedestrian streets.(2) Fire detection and alarm system: point-type smoke detectors should be set in the pedestrian streets corridor; beam line smoke detectors can be set at the top of the pedestrian streets.建筑消防安全中英文对照外文翻译文献(3) Smoke system: natural draft system can be used in the pedestrian streets. Sufficient natural draft windows should be arranged in the ceiling, exhausting the smoke in the street timely by reliable linkage starting. The area of natural draft windows should be no less than 20% of the pedestrian streets surface.(4) The emergency lighting and evacuation signs: centralized power and centralized control type should be used. Light-type evacuation signs which can maintain a visual continuity should be set on the ground the evacuation routes of the pedestrian streets. The evacuation signs should use safe voltage, and the intervals of ground evacuation signs should be no greater than 5m.5.ConclusionIndoor pedestrian streets in China developed rapidly in recent years. The current national fire safety standards do not give clear requirements on fire protection design. Fire safety design departments have difficulties in controlling the design , so there are many problems in the fire protection design to be solved. Basically, the proposed fire safety measures are able to meet the current needs of using indoor pedestrian streets, which are also realistic and can provide new ideas for indoor pedestrian streets fire safety design. Only reasonable measures can reduce fire risk, to ensure fire safety of indoor pedestrian streets.Reference[1] GB50016-2006.Code of design on building fire protection and prevention.[2] Fire Bureau of Ministry of Public Security, Handbook of Fire Protection[M]. Science and Technology Publishing of Shanghai.2007.[3] HUO Ran,YUAN,HongYong Performance based fire prevention analysis and design ofbuildings[M]. Science and Technology Publishing of Anhui,2003.[4] NFPA Life Safety Code, NFPA (Fire) 101, National Fire Protean, Association, 2005.译文:大型商业综合体室内步行街消防安全设计建筑消防安全中英文对照外文翻译文献摘要近几年中国的室内步行街发展迅速。

建筑防火中英文对照外文翻译文献

建筑防火中英文对照外文翻译文献

- 1 -中英文对照外文翻译(文档含英文原文和中文翻译)外文文献外文文献: :Designing Against Fire Of BulidingABSTRACT:This paper considers the design of buildings for fire safety. It is found that fire and the associ- ated effects on buildings is significantly different to other forms of loading such as gravity live loads, wind and earthquakes and their respective effects on the building structure. Fire events are derived from the human activities within buildings or from the malfunction of mechanical and electrical equipment provided within buildings to achieve a serviceable environment. It is therefore possible to directly influence the rate of fire starts within buildings by changing human behaviour, improved maintenance and improved design of mechanical and electricalsystems. Furthermore, should a fire develops, it is possible to directly influence the resulting fire severity by the incorporation of fire safety systems such as sprinklers and to provide measures within the building to enable safer egress from the building. The ability to influence the rate of fire starts and the resulting fire severity is unique to the consideration of fire within buildings since other loads such as wind and earthquakes are directly a function of nature. The possible approaches for designing a building for fire safety are presented using an example of a multi-storey building constructed over a railway line. The design of both the transfer structure supporting the building over the railway and the levels above the transfer structure are consideredin the context of current regulatory requirements. The principles and assumptions associ- ated with various approaches are discussed.1 INTRODUCTIONOther papers presented in this series consider the design of buildings for gravity loads, wind and earthquakes.The design of buildings against such load effects is to a large extent covered by engineering based standards referenced by the building regulations. This is not the case, to nearly the same extent, in the case of fire. Rather, it is building regulations such as the Building Code of Australia (BCA) that directly specify most of the requirements for fire safety of buildings with reference being made to Standards such as AS3600 or AS4100 for methods for determining the fire resistance of structural elements.The purpose of this paper is to consider the design of buildings for fire safety from an engineering perspective (as is currently done for other loads such as wind or earthquakes), whilst at the same time,putting such approaches in the context of the current regulatory requirements.At the outset,it needs to be noted that designing a building for fire safety is far more than simply considering the building structure and whether it has sufficient structural adequacy.This is because fires can have a direct influence on occupants via smoke and heat and can grow in size and severity unlike other effects imposed on the building. Notwithstanding these comments, the focus of this paper will be largely on design issues associated with the building structure.Two situations associated with a building are used for the purpose of discussion. The multi-storey office building shown in Figure 1 is supported by a transfer structure that spans over a set of railway tracks. It is assumed that a wide range of rail traffic utilises these tracks including freight and diesel locomotives. The first situation to be considered from a fire safety perspective is the transfer structure.This is termed Situation 1 and the key questions are: what level of fire resistance is required for this transfer structure and how can this be determined? This situation has been chosen since it clearly falls outside the normal regulatory scope of most build-ing regulations. An engineering solution, rather than a prescriptive one is required. The second fire situation (termed Situation 2) corresponds to a fire within the office levels of the building and is covered by building regulations. This situation is chosen because it will enable a discussion of engineering approaches and how these interface with the building regulations regulations––since both engineering and prescriptive solutions are possible.2 UNIQUENESS OF FIRE2.1 Introduction Wind and earthquakes can be considered to b Wind and earthquakes can be considered to be “natural” phenomena o e “natural” phenomena o e “natural” phenomena over which designers ver which designers have no control except perhaps to choose the location of buildings more carefully on the basis of historical records and to design building to resist sufficiently high loads or accelerations for the particular location. Dead and live loads in buildings are the result of gravity. All of these loads are variable and it is possible (although generally unlikely) that the loads may exceed the resistance of the critical structural members resulting in structural failure.The nature and influence of fires in buildings are quite different to those associated with other“loads” to which a building may be subjected to. The essential differences are described in the following sections.2.2 Origin of FireIn most situations (ignoring bush fires), fire originates from human activities within the building or the malfunction of equipment placed within the building to provide a serviceable environment. It follows therefore that it is possible to influence the rate of fire starts by influencing human behaviour, limiting and monitoring human behaviour and improving the design of equipment and its maintenance. This is not the case for the usual loads applied to a building.2.3 Ability to InfluenceSince wind and earthquake are directly functions of nature, it is not possible to influence such events to any extent. One has to anticipate them and design accordingly. It may be possibleto influence the level of live load in a building by conducting audits and placing restrictions on contents. However, in the case of a fire start, there are many factors that can be brought to bear to influence the ultimate size of the fire and its effect within the building. It is known that occupants within a building will often detect a fire and deal with it before it reaches a sig- nificant size. It is estimated that less than one fire in five (Favre, 1996) results in a call to the fire brigade and for fires reported to the fire brigade, the majority will be limited to the room of fire origin. Inoc- cupied spaces, olfactory cues (smell) provide powerful evidence of the presence of even a small fire. The addition of a functional smoke detection system will further improve the likelihood of detection and of action being taken by the occupants.Fire fighting equipment, such as extinguishers and hose reels, is generally provided within buildings for the use of occupants and many organisations provide training for staff in respect ofthe use of such equipment.The growth of a fire can also be limited by automatic extinguishing systems such as sprinklers, which can be designed to have high levels of effectiveness.Fires can also be limited by the fire brigade depending on the size and location of the fire at the time of arrival.2.4 Effects of FireThe structural elements in the vicinity of the fire will experience the effects of heat. The temperatures within the structural elements will increase with time of exposure to the fire, the rate of temperature rise being dictated by the thermal resistance of the structural element and the severity of the fire. The increase in temperatures within a member will result in both thermal expansion and,eventually,a reduction in the structural resistance of the member. Differential thermal expansion will lead to bowing of a member. Significant axial expansion willbe accommodated in steel members by either overall or local buckling or yielding of local- ised regions. These effects will be detrimental for columns but for beams forming part of a floorsystem may assist in the development of other load resisting mechanisms (see Section 4.3.5).With the exception of the development of forces due to restraint of thermal expansion, fire does not impose loads on the structure but rather reduces stiffness and strength. Such effects are not instantaneous but are a function of time and this is different to the effects of loads such as earthquake and wind that are more or less instantaneous.Heating effects associated with a fire will not be significant or the rate of loss of capacity will be slowed if:(a) the fire is extinguished (e.g. an effective sprinkler system)(b) the fire is of insufficient severity –– insufficient fuel, and/or(b) the fire is of insufficient severity(c)the structural elements have sufficient thermal mass and/or insulation to slow the rise in internal temperatureFire protection measures such as providing sufficient axis distance and dimensions for concrete elements, and sufficient insulation thickness for steel elements are examples of (c). These are illustrated in Figure 2.The two situations described in the introduction are now considered.3 FIRE WITHIN BUILDINGS3.1 Fire Safety ConsiderationsThe implications of fire within the occupied parts of the office building (Figure 1) (Situation 2) are now considered. Fire statistics for office buildings show that about one fatality is expected in an office building for every 1000 fires reported to the fire brigade. This is an orderof magnitude less than the fatality rate associated with apartment buildings. More than two thirdsof fires occur during occupied hours and this is due to the greater human activity and the greater use of services within the building. It is twice as likely that a fire that commences out of normal working hours will extend beyond the enclosure of fire origin.A relatively small fire can generate large quantities of smoke within the floor of fire origin.If the floor is of open-plan construction with few partitions, the presence of a fire during normal occupied hours is almost certain to be detected through the observation of smoke on the floor. The presence of full height partitions across the floor will slow the spread of smoke and possibly also the speed at which the occupants detect the fire. Any measures aimed at improving housekeeping, fire awareness and fire response will be beneficial in reducing the likelihood of major fires during occupied hours.For multi-storey buildings, smoke detection systems and alarms are often provided to give “automatic” detection and warning to the occupants. An alarm signal is also transm itted to the fire brigade.Should the fire not be able to be controlled by the occupants on the fire floor, they will need to leave the floor of fire origin via the stairs. Stair enclosures may be designed to be fire-resistant but this may not be sufficient to keep the smoke out of the stairs. Many buildings incorporate stair pressurisation systems whereby positive airflow is introduced into the stairs upon detection of smoke within the building. However, this increases the forces required to open the stair doors and makes it increasingly difficult to access the stairs. It is quite likely that excessive door opening forces will exist(Fazio et al,2006)From a fire perspective, it is common to consider that a building consists of enclosures formed by the presence of walls and floors.An enclosure that has sufficiently fire-resistant boundaries (i.e. walls and floors) is considered to constitute a fire compartment and to be capableof limiting the spread of fire to an adjacent compartment. However, the ability of such boundariesto restrict the spread of fire can be severely limited by the need to provide natural lighting (windows)and access openings between the adjacent compartments (doors and stairs). Fire spread via the external openings (windows) is a distinct possibility given a fully developed fire. Limit- ing the window sizes and geometry can reduce but not eliminate the possibility of vertical fire spread.By far the most effective measure in limiting fire spread, other than the presence of occupants, is an effective sprinkler system that delivers water to a growing fire rapidly reducing the heat being generated and virtually extinguishing it.3.2 Estimating Fire SeverityIn the absence of measures to extinguish developing fires, or should such systems fail; severe fires can develop within buildings.In fire engineering literature, the term “fire load” refers to the quantity of combustibles within an enclosure and not the loads (forces) applied to the structure during a fire. Similarly, fire load density refers to the quantity of fuel per unit area. It is normally expressed in terms of MJ/m2or kg/m 2of wood equivalent. Surveys of combustibles for various occupancies (i.e offices, retail,hospitals, warehouses, etc)have been undertaken and a good summary of the available data is given in FCRC (1999). As would be expected, the fire load density is highly variable. Publications such as the International Fire Engineering Guidelines (2005) give fire load data in terms of the mean and 80th percentile.The latter level of fire load density is sometimes taken asthe characteristic fire load density and is sometimes taken as being distributed according to a Gumbel distribution (Schleich et al, 1999).The rate at which heat is released within an enclosure is termed the heat release rate (HRR) and normally expressed in megawatts (MW). The application of sufficient heat to a combustible material results in the generation of gases some of which are combustible. This process is called pyrolisation.Upon coming into contact with sufficient oxygen these gases ignite generating heat. The rate of burning(and therefore of heat generation) is therefore dependent on the flow of air to the gases generated by the pyrolising fuel.This flow is influenced by the shape of the enclosure (aspect ratio), and the position and size of any potential openings. It is found from experiments with single openings in approximately cubic enclosures that the rate of burning is directly proportional to A h where A is the area of the opening and h is the opening height. It is known that for deep enclosures with single openings that burning will occur initially closest to the opening moving back into the enclosure once the fuel closest to the opening is consumed (Thomas et al, 2005). Significant temperature variations throughout such enclosures can be expected.The use of the word ‘opening’ in relation to real building enclosures refers to any openings present around the walls including doors that are left open and any windows containing non fire-resistant glass.It is presumed that such glass breaks in the event of development of a significant fire. If the windows could be prevented from breaking and other sources of air to the enclosure limited, then the fire would be prevented from becoming a severe fire.V arious methods have been developed for determining the potential severity of a fire within an enclosure.These are described in SFPE (2004). The predictions of these methods are variable and are mostly based on estimating a representative heat release rate (HRR) and the proportion of total fuel ς likely to be consumed during the primary burning stage (Figure 4). Further studies of enclosure fires are required to assist with the development of improved models,as the behaviour is very complex.3.3 Role of the Building StructureIf the design objectives are to provide an adequate level of safety for the occupants and protection of adjacent properties from damage, then the structural adequacy of the building in fire need only be sufficient to allow the occupants to exit the building and for the building to ultimately deform in a way that does not lead to damage or fire spread to a building located on an adjacent site.These objectives are those associated with most building regulations including the Building Code of Australia (BCA). There could be other objectives including protection of the building against significant damage. In considering these various objectives, the following should be taken into account when considering the fire resistance of the building structure.3.3.1 Non-Structural ConsequencesSince fire can produce smoke and flame, it is important to ask whether these outcomes will threaten life safety within other parts of the building before the building is compromised by a lossof structural adequacy? Is search and rescue by the fire brigade not feasible given the likely extent of smoke? Will the loss of use of the building due to a severe fire result in major property and income loss? If the answer to these questions is in the affirmative, then it may be necessary to minimise the occurrence of a significant fire rather than simply assuming that the building structure needs to be designed for high levels of fire resistance. A low-rise shopping centre with levels interconnected by large voids is an example of such a situation.3.3.2 Other Fire Safety SystemsThe presence of other systems (e.g. sprinklers) within the building to minimise the occurrence of a serious fire can greatly reduce the need for the structural elements to have high levels of fire resistance. In this regard, the uncertainties of all fire-safety systems need to be considered. Irrespective of whether the fire safety system is the sprinkler system, stair pressurisation, compartmentation or the system giving the structure a fire-resistance level (e.g. concrete cover), there is an uncertainty of performance. Uncertainty data is available for sprinkler systems(because it is relatively easy to collect) but is not readily available for the other fire safety systems. This sometimes results in the designers and building regulators considering that only sprinkler systems are subject to uncertainty. In reality, it would appear that sprinklers systems have a high level of performance and can be designed to have very high levels of reliability.3.3.3 Height of BuildingIt takes longer for a tall building to be evacuated than a short building and therefore the structure of a tall building may need to have a higher level of fire resistance. The implications of collapse of tall buildings on adjacent properties are also greater than for buildings of only several storeys.3.3.4 Limited Extent of BurningIf the likely extent of burning is small in comparison with the plan area of the building, then the fire cannot have a significant impact on the overall stability of the building structure. Examples of situations where this is the case are open-deck carparks and very large area building such as shopping complexes where the fire-effected part is likely to be small in relation to area of the building floor plan.3.3.5 Behaviour of Floor ElementsThe effect of real fires on composite and concrete floors continues to be a subject of much research.Experimental testing at Cardington demonstrated that when parts of a composite floor are subject to heating, large displacement behaviour can develop that greatly assists the load carrying capacity of the floor beyond that which would predicted by considering only the behaviour of the beams and slabs in isolation.These situations have been analysed by both yield line methods that take into account the effects of membrane forces (Bailey, 2004) and finite element techniques. In essence, the methods illustrate that it is not necessary to insulate all structural steel elements in a composite floor to achieve high levels of fire resistance.This work also demonstrated that exposure of a composite floor having unprotected steel beams, to a localised fire, will not result in failure of the floor.A similar real fire test on a multistory reinforced concrete building demonstrated that the real structural behaviour in fire was significantly different to that expected using small displacement theory as for normal tempera- ture design (Bailey, 2002) with the performance being superior than that predicted by considering isolated member behaviour.3.4 Prescriptive Approach to DesignThe building regulations of most countries provide prescriptive requirements for the design of buildings for fire.These requirements are generally not subject to interpretation and compliance with them makes for simpler design approvalapproval––although not necessarily the most cost-effective designs.These provisions are often termed deemed-to-satisfy (DTS) provisions. Allcovered––the provision of emergency exits, aspects of designing buildings for fire safety are coveredspacings between buildings, occupant fire fighting measures, detection and alarms, measures for automatic fire suppression, air and smoke handling requirements and last, but not least, requirements for compartmentation and fire resistance levels for structural members. However, there is little evidence that the requirements have been developed from a systematic evaluation of fire safety. Rather it would appear that many of the requirements have been added one to anotherto deal with another fire incident or to incorporate a new form of technology. There does not appear to have been any real attempt to determine which provision have the most significant influence on fire safety and whether some of the former provisions could be modified.The FRL requirements specified in the DTS provisions are traditionally considered to result in member resistances that will only rarely experience failure in the event of a fire.This is why it is acceptable to use the above arbitrary point in time load combination for assessing members in fire. There have been attempts to evaluate the various deemed-to-satisfy provisions (particularly the fire- resistance requirements)from a fire-engineering perspective taking into account the possible variations in enclosure geometry, opening sizes and fire load (see FCRC, 1999).One of the outcomes of this evaluation was the recognition that deemed-to- satisfy provisions necessarily cover the broad range of buildings and thus must, on average, be quite onerous because of the magnitude of the above variations.It should be noted that the DTS provisions assume that compartmentation works and that fire is limited to a single compartment. This means that fire is normally only considered to exist at one level. Thus floors are assumed to be heated from below and columns only over one storey height.3.5 Performance-Based DesignAn approach that offers substantial benefits for individual buildings is the move towards performance-based regulations. This is permitted by regulations such as the BCA which state thata designer must demonstrate that the particular building will achieve the relevant performance requirements. The prescriptive provisions (i.e. the DTS provisions) are presumed to achieve these requirements. It is necessary to show that any building that does not conform to the DTS provisions will achieve the performance requirements.But what are the performance requirements? Most often the specified performance is simplya set of performance statements (such as with the Building Code of Australia)with no quantitative level given. Therefore, although these statements remind the designer of the key elements of design, they do not, in themselves, provide any measure against which to determine whether the design is adequately safe.Possible acceptance criteria are now considered.3.5.1 Acceptance CriteriaSome guidance as to the basis for acceptable designs is given in regulations such as the BCA. These and other possible bases are now considered in principle.(i)compare the levels of safety (with respect to achieving each of the design objectives) of the proposed alternative solution with those asso- ciated with a corresponding DTS solution for the building.This comparison may be done on either a qualitative or qualitative risk basis or perhaps a combination. In this case, the basis for comparison is an acceptable DTS solution. Such an approach requires a “holistic” approach to safety whereby all aspects relevant to safety, including the structure, are considered. This is, by far, the most common basis for acceptance.(ii)undertake a probabilistic risk assessment and show that the risk associated with the proposed design is less than that associated with common societal activities such as using pub lic transport. Undertaking a full probabilistic risk assessment can be very difficult for all but the simplest situations.Assuming that such an assessment is undertaken it will be necessary for the stakeholders to accept the nominated level of acceptable risk. Again, this requires a “holistic” approach to fire safety.(iii) a design is presented where it is demonstrated that all reasonable measures have been adopted to manage the risks and that any possible measures that have not been adopted will have negligible effect on the risk of not achieving the design objectives.(iv) as far as the building structure is concerned,benchmark the acceptable probability of failure in fire against that for normal temperature design. This is similar to the approach used when considering Building Situation 1 but only considers the building structure and not the effects of flame or smoke spread. It is not a holistic approach to fire safety.Finally, the questions of arson and terrorism must be considered. Deliberate acts of fire initiation range from relatively minor incidents to acts of mass destruction.Acts of arson are well within the accepted range of fire events experienced by build- ings(e.g. 8% of fire starts in offices are deemed "suspicious"). The simplest act is to use a small heat source to start a fire. The resulting fire will develop slowly in one location within the building and will most probably be controlled by the various fire- safety systems within the building. The outcome is likely to be the same even if an accelerant is used to assist fire spread.An important illustration of this occurred during the race riots in Los Angeles in 1992 (Hart 1992) when fires were started in many buildings often at multiple locations. In the case of buildings with sprinkler systems,the damage was limited and the fires significantly controlled.Although the intent was to destroy the buildings,the fire-safety systems were able to limit the resulting fires. Security measures are provided with systems such as sprinkler systems and include:- locking of valves- anti-tamper monitoring- location of valves in secure locationsFurthermore, access to significant buildings is often restricted by security measures.The very fact that the above steps have been taken demonstrates that acts of destruction within buildings are considered although most acts of arson do not involve any attempt to disable the fire-safety systems.At the one end of the spectrum is "simple" arson and at the other end, extremely rare acts where attempts are made to destroy the fire-safety systems along with substantial parts of thebuilding.This can be only achieved through massive impact or the use of explosives. The latter may be achieved through explosives being introduced into the building or from outside by missile attack.The former could result from missile attack or from the collision of a large aircraft. The greater the destructiveness of the act,the greater the means and knowledge required. Conversely, the more extreme the act, the less confidence there can be in designing against such an act. This is because the more extreme the event, the harder it is to predict precisely and the less understood will be its effects. The important point to recognise is that if sufficient means can be assembled, then it will always be possible to overcome a particular building design.Thus these acts are completely different to the other loadings to which a building is subjected such as wind,earthquake and gravity loading. This is because such acts of destruction are the work of intelligent beings and take into account the characteristics of the target.Should high-rise buildings be designed for given terrorist activities,then terrorists will simply use greater means to achieve the end result.For example, if buildings were designed to resist the impact effects from a certain size aircraft, then the use of a larger aircraft or more than one aircraft could still achieve destruction of the building. An appropriate strategy is therefore to minimise the likelihood of means of mass destruction getting into the hands of persons intent on such acts. This is not an engineering solution associated with the building structure.It should not be assumed that structural solutions are always the most appropriate, or indeed, possible.In the same way, aircrafts are not designed to survive a major fire or a crash landing but steps are taken to minimise the likelihood of either occurrence.The mobilization of large quantities of fire load (the normal combustibles on the floors) simultaneously on numerous levels throughout a building is well outside fire situations envisaged by current fire test standards and prescriptive regulations. Risk management measures to avoid such a possibility must be considered.4 CONCLUSIONSificantly from other “loads” such as wind, live load and earthquakes in significantlyFire differs signrespect of its origin and its effects.Due to the fact that fire originates from human activities or equipment installed within buildings, it is possible to directly influence the potential effects on the building by reducing the rate of fire starts and providing measures to directly limit fire severity.The design of buildings for fire safety is mostly achieved by following the prescriptive requirements of building codes such as the BCA. For situations that fall outside of the scope of such regulations, or where proposed designs are not in accordance with the prescriptive requirements, it is possible to undertake performance-based fire engineering designs.However,。

建筑设计毕业论文中英文资料外文翻译文献

建筑设计毕业论文中英文资料外文翻译文献

毕业论文中英文资料外文翻译文献Architecture StructureWe have and the architects must deal with the spatial aspect of activity, physical, and symbolic needs in such a way that overall performance integrity is assured. Hence, he or she well wants to think of evolving a building environment as a total system of interacting and space forming subsystems. Is represents a complex challenge, and to meet it the architect will need a hierarchic design process that provides at least three levels of feedback thinking: schematic, preliminary, and final.Such a hierarchy is necessary if he or she is to avoid being confused , at conceptual stages of design thinking ,by the myriad detail issues that can distract attention from more basic consideration s .In fact , we can say that an architect’s ability to distinguish the more basic form the more detailed issues is essential to his success as a designer .The object of the schematic feed back level is to generate and evaluate overall site-plan, activity-interaction, and building-configuration options .To do so the architect must be able to focus on the interaction of the basic attributes of the site context, the spatial organization, and the symbolism as determinants of physical form. This means that ,in schematic terms ,the architect may first conceive and model a building design as an organizational abstraction of essential performance-space in teractions.Then he or she may explore the overall space-form implications of the abstraction. As an actual building configuration option begins to emerge, it will be modified to include consideration for basic site conditions.At the schematic stage, it would also be helpful if the designer could visualize his or her options for achieving overall structural integrity and consider the constructive feasibility and economic of his or her scheme .But this will require that the architect and/or a consultant be able to conceptualize total-system structural options in terms of elemental detail .Such overall thinking can be easily fed back to improve the space-form scheme.At the preliminary level, the architect’s emphasis will shift to the elaboration of his or her more promising schematic design options .Here the architect’s structural needs will shift toapproximate design of specific subsystem options. At this stage the total structural scheme is developed to a middle level of specificity by focusing on identification and design of major subsystems to the extent that their key geometric, component, and interactive properties are established .Basic subsystem interaction and design conflicts can thus be identified and resolved in the context of total-system objectives. Consultants can play a significant part in this effort; these preliminary-level decisions may also result in feedback that calls for refinement or even major change in schematic concepts.When the designer and the client are satisfied with the feasibility of a design proposal at the preliminary level, it means that the basic problems of overall design are solved and details are not likely to produce major change .The focus shifts again ,and the design process moves into the final level .At this stage the emphasis will be on the detailed development of all subsystem specifics . Here the role of specialists from various fields, including structural engineering, is much larger, since all detail of the preliminary design must be worked out. Decisions made at this level may produce feedback into Level II that will result in changes. However, if Levels I and II are handled with insight, the relationship between the overall decisions, made at the schematic and preliminary levels, and the specifics of the final level should be such that gross redesign is not in question, Rather, the entire process should be one of moving in an evolutionary fashion from creation and refinement (or modification) of the more general properties of a total-system design concept, to the fleshing out of requisite elements and details.To summarize: At Level I, the architect must first establish, in conceptual terms, the overall space-form feasibility of basic schematic options. At this stage, collaboration with specialists can be helpful, but only if in the form of overall thinking. At Level II, the architect must be able to identify the major subsystem requirements implied by the scheme and substantial their interactive feasibility by approximating key component properties .That is, the properties of major subsystems need be worked out only in sufficient depth to very the inherent compatibility of their basic form-related and behavioral interaction . This will mean a somewhat more specific form of collaboration with specialists then that in level I .At level III ,the architect and the specific form of collaboration with specialists then that providing for all of the elemental design specifics required to produce biddable construction documents .Of course this success comes from the development of the Structural Material.1.Reinforced ConcretePlain concrete is formed from a hardened mixture of cement ,water ,fine aggregate, coarse aggregate (crushed stone or gravel),air, and often other admixtures. The plastic mix is placed and consolidated in the formwork, then cured to facilitate the acceleration of the chemical hydration reaction lf the cement/water mix, resulting in hardened concrete. The finished product has high compressive strength, and low resistance to tension, such that its tensile strength is approximately one tenth lf its compressive strength. Consequently, tensile and shear reinforcement in the tensile regions of sections has to be provided to compensate for the weak tension regions in the reinforced concrete element.It is this deviation in the composition of a reinforces concrete section from the homogeneity of standard wood or steel sections that requires a modified approach to the basic principles of structural design. The two components of the heterogeneous reinforced concrete section are to be so arranged and proportioned that optimal use is made of the materials involved. This is possible because concrete can easily be given any desired shape by placing and compacting the wet mixture of the constituent ingredients are properly proportioned, the finished product becomes strong, durable, and, in combination with the reinforcing bars, adaptable for use as main members of any structural system.The techniques necessary for placing concrete depend on the type of member to be cast: that is, whether it is a column, a bean, a wall, a slab, a foundation. a mass columns, or an extension of previously placed and hardened concrete. For beams, columns, and walls, the forms should be well oiled after cleaning them, and the reinforcement should be cleared of rust and other harmful materials. In foundations, the earth should be compacted and thoroughly moistened to about 6 in. in depth to avoid absorption of the moisture present in the wet concrete. Concrete should always be placed in horizontal layers which are compacted by means of high frequency power-driven vibrators of either the immersion or external type, as the case requires, unless it is placed by pumping. It must be kept in mind, however, that over vibration can be harmful since it could cause segregation of the aggregate and bleeding of the concrete.Hydration of the cement takes place in the presence of moisture at temperatures above 50°F. It is necessary to maintain such a condition in order that the chemical hydration reaction can take place. If drying is too rapid, surface cracking takes place. This would result in reduction of concrete strength due to cracking as well as the failure to attain full chemical hydration.It is clear that a large number of parameters have to be dealt with in proportioning a reinforced concrete element, such as geometrical width, depth, area of reinforcement, steel strain, concrete strain, steel stress, and so on. Consequently, trial and adjustment is necessary in the choice ofconcrete sections, with assumptions based on conditions at site, availability of the constituent materials, particular demands of the owners, architectural and headroom requirements, the applicable codes, and environmental reinforced concrete is often a site-constructed composite, in contrast to the standard mill-fabricated beam and column sections in steel structures.A trial section has to be chosen for each critical location in a structural system. The trial section has to be analyzed to determine if its nominal resisting strength is adequate to carry the applied factored load. Since more than one trial is often necessary to arrive at the required section, the first design input step generates into a series of trial-and-adjustment analyses.The trial-and –adjustment procedures for the choice of a concrete section lead to the convergence of analysis and design. Hence every design is an analysis once a trial section is chosen. The availability of handbooks, charts, and personal computers and programs supports this approach as a more efficient, compact, and speedy instructional method compared with the traditional approach of treating the analysis of reinforced concrete separately from pure design.2. EarthworkBecause earthmoving methods and costs change more quickly than those in any other branch of civil engineering, this is a field where there are real opportunities for the enthusiast. In 1935 most of the methods now in use for carrying and excavating earth with rubber-tyred equipment did not exist. Most earth was moved by narrow rail track, now relatively rare, and the main methods of excavation, with face shovel, backacter, or dragline or grab, though they are still widely used are only a few of the many current methods. To keep his knowledge of earthmoving equipment up to date an engineer must therefore spend tine studying modern machines. Generally the only reliable up-to-date information on excavators, loaders and transport is obtainable from the makers.Earthworks or earthmoving means cutting into ground where its surface is too high ( cuts ), and dumping the earth in other places where the surface is too low ( fills). Toreduce earthwork costs, the volume of the fills should be equal to the volume of the cuts and wherever possible the cuts should be placednear to fills of equal volume so as to reduce transport and double handlingof the fill. This work of earthwork design falls on the engineer who lays out the road since it is the layout of the earthwork more than anything else which decides its cheapness. From the available maps ahd levels, the engineering must try to reach as many decisions as possible in the drawing office by drawing cross sections of the earthwork. On the site when further information becomes available he can make changes in jis sections and layout,but the drawing lffice work will not have been lost. It will have helped him to reach the best solution in the shortest time.The cheapest way of moving earth is to take it directly out of the cut and drop it as fill with the same machine. This is not always possible, but when it canbe done it is ideal, being both quick and cheap. Draglines, bulldozers and face shovels an do this. The largest radius is obtained with thedragline,and the largest tonnage of earth is moved by the bulldozer, though only over short distances.The disadvantages of the dragline are that it must dig below itself, it cannot dig with force into compacted material, it cannot dig on steep slopws, and its dumping and digging are not accurate.Face shovels are between bulldozers and draglines, having a larger radius of action than bulldozers but less than draglines. They are anle to dig into a vertical cliff face in a way which would be dangerous tor a bulldozer operator and impossible for a dragline. Each piece of equipment should be level of their tracks and for deep digs in compact material a backacter is most useful, but its dumping radius is considerably less than that of the same escavator fitted with a face shovel.Rubber-tyred bowl scrapers are indispensable for fairly level digging where the distance of transport is too much tor a dragline or face shovel. They can dig the material deeply ( but only below themselves ) to a fairly flat surface, carry it hundreds of meters if need be, then drop it and level it roughly during the dumping. For hard digging it is often found economical to keep a pusher tractor ( wheeled or tracked ) on the digging site, to push each scraper as it returns to dig. As soon as the scraper is full,the pusher tractor returns to the beginning of the dig to heop to help the nest scraper.Bowl scrapers are often extremely powerful machines;many makers build scrapers of 8 cubic meters struck capacity, which carry 10 m ³ heaped. The largest self-propelled scrapers are of 19 m ³struck capacity ( 25 m ³ heaped )and they are driven by a tractor engine of 430 horse-powers.Dumpers are probably the commonest rubber-tyred transport since they can also conveniently be used for carrying concrete or other building materials. Dumpers have the earth container over the front axle on large rubber-tyred wheels, and the container tips forwards on most types, though in articulated dumpers the direction of tip can be widely varied. The smallest dumpers have a capacity of about 0.5 m ³, and the largest standard types are of about 4.5 m ³. Special types include the self-loading dumper of up to 4 m ³ and the articulated type of about 0.5 m ³. The distinction between dumpers and dump trucks must be remembered .dumpers tip forwards and the driver sits behind the load. Dump trucks are heavy, strengthened tipping lorries, the driver travels in front lf the load and the load is dumped behind him, so they are sometimes called rear-dump trucks.3.Safety of StructuresThe principal scope of specifications is to provide general principles and computational methods in order to verify safety of structures. The “ safety factor ”, which according to modern trends is independent of the nature and combination of the materials used, can usually be defined as the ratio between the conditions. This ratio is also proportional to the inverse of the probability ( risk ) of failure of the structure.Failure has to be considered not only as overall collapse of the structure but also asunserviceability or, according to a more precise. Common definition. As the reaching of a “ limit state ” which causes the construction not to accomplish the task it was designed for. Ther e are two categories of limit state :(1)Ultimate limit sate, which corresponds to the highest value of the load-bearing capacity. Examples include local buckling or global instability of the structure; failure of some sections and subsequent transformation of the structure into a mechanism; failure by fatigue; elastic or plastic deformation or creep that cause a substantial change of the geometry of the structure; and sensitivity of the structure to alternating loads, to fire and to explosions.(2)Service limit states, which are functions of the use and durability of the structure. Examples include excessive deformations and displacements without instability; early or excessive cracks; large vibrations; and corrosion.Computational methods used to verify structures with respect to the different safety conditions can be separated into:(1)Deterministic methods, in which the main parameters are considered as nonrandom parameters.(2)Probabilistic methods, in which the main parameters are considered as random parameters.Alternatively, with respect to the different use of factors of safety, computational methods can be separated into:(1)Allowable stress method, in which the stresses computed under maximum loads are compared with the strength of the material reduced by given safety factors.(2)Limit states method, in which the structure may be proportioned on the basis of its maximum strength. This strength, as determined by rational analysis, shall not be less than that required to support a factored load equal to the sum of the factored live load and dead load ( ultimate state ).The stresses corresponding to working ( service ) conditions with unfactored live and dead loads are compared with prescribed values ( service limit state ) . From the four possible combinations of the first two and second two methods, we can obtain some useful computational methods. Generally, two combinations prevail:(1)deterministic methods, which make use of allowable stresses.(2)Probabilistic methods, which make use of limit states.The main advantage of probabilistic approaches is that, at least in theory, it is possible to scientifically take into account all random factors of safety, which are then combined to define the safety factor. probabilistic approaches depend upon :(1) Random distribution of strength of materials with respect to the conditions of fabrication and erection ( scatter of the values of mechanical properties through out the structure );(2) Uncertainty of the geometry of the cross-section sand of the structure ( faults andimperfections due to fabrication and erection of the structure );(3) Uncertainty of the predicted live loads and dead loads acting on the structure;(4)Uncertainty related to the approximation of the computational method used ( deviation of the actual stresses from computed stresses ).Furthermore, probabilistic theories mean that the allowable risk can be based on several factors, such as :(1) Importance of the construction and gravity of the damage by its failure;(2)Number of human lives which can be threatened by this failure;(3)Possibility and/or likelihood of repairing the structure;(4) Predicted life of the structure.All these factors are related to economic and social considerations such as:(1) Initial cost of the construction;(2) Amortization funds for the duration of the construction;(3) Cost of physical and material damage due to the failure of the construction;(4) Adverse impact on society;(5) Moral and psychological views.The definition of all these parameters, for a given safety factor, allows construction at the optimum cost. However, the difficulty of carrying out a complete probabilistic analysis has to be taken into account. For such an analysis the laws of the distribution of the live load and its induced stresses, of the scatter of mechanical properties of materials, and of the geometry of the cross-sections and the structure have to be known. Furthermore, it is difficult to interpret the interaction between the law of distribution of strength and that of stresses because both depend upon the nature of the material, on the cross-sections and upon the load acting on the structure. These practical difficulties can be overcome in two ways. The first is to apply different safety factors to the material and to the loads, without necessarily adopting the probabilistic criterion. The second is an approximate probabilistic method which introduces some simplifying assumptions ( semi-probabilistic methods ) .文献翻译建筑师必须从一种全局的角度出发去处理建筑设计中应该考虑到的实用活动,物质及象征性的需求。

建筑施工中英文对照外文翻译文献

建筑施工中英文对照外文翻译文献

建筑施工中英文对照外文翻译文献建筑施工中英文对照外文翻译文献(文档含英文原文和中文翻译)外文:Building construction concrete crack ofprevention and processingAbstractThe crack problem of concrete is a widespread existence but again difficult in solve of engineering actual problem, this text carried on a study analysis to a little bit familiar crack problem in the concrete engineering, and aim at concrete the circumstance put forward some prevention, processing measure.Keyword:Concrete crack prevention processingForewordConcrete's ising 1 kind is anticipate by the freestone bone, cement, water and other mixture but formation of the in addition material of quality brittleness not and all material.Because the concrete construction transform with oneself, control etc. a series problem, harden model of in the concrete existence numerous tiny hole, spirit cave and tiny crack, is exactly because these beginning start blemish of existence just make the concrete present one some not and all the characteristic of quality.The tiny crack is a kind of harmless crack and accept concrete heavy, defend Shen and a little bit other use function not a creation to endanger.But after the concrete be subjected to lotus carry, difference in temperature etc. function, tiny crack would continuously of expand with connect, end formation we can see without the aid of instruments of macro view the crack be also the crack that the concrete often say in the engineering.Concrete building and Gou piece usually all take sewer to make of, because of crack of existence and development usually make inner part of reinforcing bar etc. material creation decay, lower reinforced concrete material of loading ability, durable and anti- Shen ability, influence building of external appearance, service life, severity will threat arrive people's life and property safety.A lot of all of crash of engineerings is because of the unsteady development of the crack with the result that.Modern age scienceresearch with a great deal of of the concrete engineering practice certificate, in the concrete engineering crack problem is ineluctable, also acceptable in certainly of the scope just need to adopt valid of measure will it endanger degree control at certain of scope inside.The reinforced concrete norm is also explicit provision:Some structure at place of dissimilarity under the condition allow existence certain the crack of width.But at under construction should as far as possible adopt a valid measure control crack creation, make the structure don't appear crack possibly or as far as possible decrease crack of amount and width, particularly want to as far as possible avoid harmful crack of emergence, insure engineering quality thus.Concrete crack creation of the reason be a lot of and have already transformed to cause of crack:Such as temperature variety, constringency, inflation, the asymmetry sink to sink etc. reason cause of crack;Have outside carry the crack that the function cause;Protected environment not appropriate the crack etc. caused with chemical effect.Want differentiation to treat in the actual engineering, work°out a problem according to the actual circumstance.In the concrete engineering the familiar crack and the prevention1.Stem Suo crack and preventionStem the Suo crack much appear after the concrete protect be over of a period of time or concrete sprinkle to build to complete behind of around a week.In the cement syrup humidity of evaporate would creation stem Suo, and this kind of constringency is can't negative.Stem Suo crack of the creation be main is because of concrete inside outside humidity evaporate degree dissimilarity but cause to transform dissimilarity of result:The concrete is subjected to exterior condition of influence, surface humidity loss lead quick, transform bigger, inner part degree of humidity variety smaller transform smaller, bigger surface stem the Suo transform to be subjected to concrete inner part control, creation more big pull should dint but creation crack.The relative humidity is more low, cement syrup body stem Suo more big, stem the Suo crack be more easy creation.Stem the Suo crack is much surface parallel lines form or the net shallow thin crack, width many between 0.05-0.2 mm, the flat surface part much see in the big physical volume concrete and follow it more in thinner beam plank short todistribute.Stem Suo crack usually the anti- Shen of influence concrete, cause the durable of the rust eclipse influence concrete of reinforcing bar, under the function of the water pressure dint would creation the water power split crack influence concrete of loading dint etc..Concrete stem the Suo be main with water ash of the concrete ratio, the dosage of the composition, cement of cement, gather to anticipate of the dosage of the property and dosage, in addition etc. relevant.Main prevention measure:While being to choose to use the constringency quantity smaller cement, general low hot water mire and powder ash from stove cement in the adoption, lower the dosage of cement.Two is a concrete of stem the Suo be subjected to water ash ratio of influence more big, water ash ratio more big, stem Suo more big, so in the concrete match the ratio the design should as far as possible control good water ash ratio of choose to use, the Chan add in the meantime accommodation of reduce water.Three is strict control concrete mix blend with under construction of match ratio, use of concrete water quantity absolute can't big in match ratio design give settle of use water quantity.Four is the earlier period which strengthen concrete to protect, and appropriate extension protect of concrete time.Winter construction want to be appropriate extension concrete heat preservation to overlay time, and Tu2 Shua protect to protect.Five is a constitution the accommodation is in the concrete structure of the constringency sew.2.The Su constringency crack and preventionSu constringency is the concrete is before condense, surface because of lose water quicker but creation of constringency.The Su constringency crack is general at dry heat or strong wind the weather appear, crack's much presenting in the center breadth, both ends be in the centerthin and the length be different, with each other not coherent appearance.Shorter crack general long 20-30 cm, the longer crack can reach to a 2-3 m, breadth 1-5 mm.It creation of main reason is:The concrete is eventually almost having no strength or strength before the Ning very small, perhaps concrete just eventually Ning but strength very hour, be subjected to heat or compare strong wind dint of influence, the concrete surface lose water to lead quick, result in in the capillary creation bigger negative press but make a concrete physical volume sharplyconstringency, but at this time the strength of concrete again can't resist its constringency, therefore creation cracked.The influence concrete Su constringency open the main factor of crack to have water ash ratio, concrete of condense time, environment temperature, wind velocity, relative humidity...etc..Main prevention measure:One is choose to use stem the Suo value smaller higher Huo sour salt of the earlier period strength or common the Huo sour brine mire.Two is strict the control water ash ratio, the Chan add to efficiently reduce water to increment the collapse of concrete fall a degree and with easy, decrease cement and water of dosage.Three is to sprinkle before building concrete, water basic level and template even to soak through.Four is in time to overlay the perhaps damp grass mat of the plastics thin film, hemp slice etc., keep concrete eventually before the Ning surface is moist, perhaps spray to protect etc. to carry on protect in the concrete surface.Five is in the heat and strong wind the weather to want to establish to hide sun and block breeze facilities, protect in time.3.Sink to sink crack and preventionThe creation which sink to sink crack is because of the structure foundation soil quality not and evenly, loose soft or return to fill soil dishonest or soak in water but result in the asymmetry sink to decline with the result that;Perhaps because of template just degree shortage, the template propped up to once be apart from big or prop up bottom loose move etc. to cause, especially at winter, the template prop up at jelly soil up, jelly the soil turn jelly empress creation asymmetry to sink to decline and cause concrete structure creation crack.This kind crack many is deep enter or pierce through sex crack, it alignment have something to do with sinking to sink a circumstance, general follow with ground perpendicular or present 30 °s-45 °Cape direction development, bigger sink to sink crack, usually have certain of wrong, crack width usually with sink to decline quantity direct proportion relation.Crack width under the influence of temperature variety smaller.The foundation after transform stability sink to sink crack also basic tend in stability.Main prevention measure:One is rightness loose soft soil, return to fill soil foundation a construction at the upper part structure front should carry on necessity ofHang solid with reinforce.Two is the strength that assurance template is enough and just degree, and prop up firm, and make the foundation be subjected to dint even.Three is keep concrete from sprinkle infusing the foundation in the process is soak by water.Four is time that template tore down to can't be too early, and want to notice to dismantle a mold order of sequence.Five is at jelly soil top take to establish template to notice to adopt certain of prevention measure.4.Temperature crack and preventionTemperature crack much the occurrence is in big surface or difference in temperature variety of the physical volume concrete compare the earth area of the concrete structure.Concrete after sprinkling to build, in the hardening the process, cement water turn a creation a great deal of of water turn hot, .(be the cement dosage is in the 350-550 kg/m 3, each sign square the rice concrete will release a calories of 17500-27500 kJ and make concrete internal thus the temperature rise to reach to 70 ℃or so even higher)Because the physical volume of concrete be more big, a great deal of of water turn hot accumulate at the concrete inner part but not easy send forth, cause inner part the temperature hoick, but the concrete surface spread hot more quick, so formation inside outside of bigger difference in temperature, the bigger difference in temperature result in inner part and exterior hot the degree of the bulge cold Suo dissimilarity, make concrete surface creation certain of pull should dint.When pull should dint exceed the anti- of concrete pull strength extreme limit, concrete surface meeting creation crack, this kind of crack much occurrence after the concrete under construction period.In the concrete of under construction be difference in temperature variety more big, perhaps is a concrete to be subjected to assault of cold wave etc., will cause concrete surface the temperature sharply descend, but creation constringency, surface constringency of the concrete be subjected to inner part concrete of control, creation very big of pull should dint but creation crack, this kind of crack usually just in more shallow scope of the concrete surface creation.The alignment of the temperature crack usually none settle regulation, big area structure the crack often maneuver interleave;The size bigger structure of the beam plank length, the crack run parallel with short side more;Thorough with pierce throughsex of temperature crack general and short side direction parallelism or close parallelism, crack along long side cent the segment appear, in the center more airtight.Crack width the size be different, be subjected to temperature variety influence more obvious, winter compare breadth, summer more narrow.The concrete temperature crack that the heat inflation cause is usually in the center the thick both ends be thin, but cold Suo crack of thick thin variety not too obvious.The emergence of the this kind crack will cause the rust eclipse of reinforcing bar, the carbonization of concrete, the anti- jelly which lower concrete melt, anti- tired and anti- Shen ability etc..Main prevention measure:One is as far as possible choose to use low hot or medium hot water mire, like mineral residue cement, powder ash from stove cement...etc..Two is a decrease cement dosage, cement dosage as far as possible the control is in the 450 kg/m 3 following.Three is to lower water ash ratio, water ash of the general concrete ratio control below 0.6.Four is improvement the bone anticipate class to go together with, the Chan add powder ash from stove or efficiently reduce water etc. to come to reduce cement dosage and lower water to turn hot.Five is an improvement concrete of mix blend to process a craft, lower sprinkle of concrete to build temperature.Six is the in addition that the Chan add a have of fixed amount to reduce water and increase Su, slow Ning etc. function in the concrete, improvement the concrete mix to match a thing of mobility, protect water, lower water to turn hot, postpone hot Feng of emergence time.Seven is the heat season sprinkle to build can the adoption take to establish to hide sun plank etc. assistance measure control concrete of Wen Sheng, lower to sprinkle temperature of build the concrete.Eight is the temperature of big physical volume concrete should the dint relate to structure size, concrete structure size more big, temperature should dint more big, so want reasonable arrangement construction work preface, layering, cent the piece sprinkle to build, for the convenience of in spread hot, let up control.Nine is at great inner part constitution of the physical volume concrete cool off piping, cold water perhaps cold air cool off, let up concrete of inside outside difference in temperature.Ten is the supervision which strengthen concrete temperature, adopt to cool off in time, protection measure.11 is to reserve temperature constringency to sew.12 is to let up to control, sprinkle proper before building concrete in the Ji rockand old concrete top build a 5 mm or so sand mat a layer or usage asphalt etc. material Tu2 Shua.13 is to strengthen concrete to protect, the concrete after sprinkle build use moist grass Lian in time, hemp slice's etc. overlay, and attention sprinkle water to protect, appropriate extension protect time, assurance the concrete surface be slow-moving cool off.At the cold season, concrete surface should constitution heat preservation measure, in order to prevent cold wave assault.14 is the allocation be a little amount in the concrete of reinforcing bar perhaps add fiber material concrete of temperature crack control at certain of scope inside.5.Crack and prevention that the chemical reaction causeAlkali bone's anticipating the crack that reaction crack and reinforcing bar rust eclipse cause is the most familiar in the reinforced concrete structure of because of chemical reaction but cause of crack.The concrete blend a future reunion creation some alkalescence ion, these ion with some activity the bone anticipate creation chemical reaction and absorb surroundings environment in of water but the physical volume enlarge, make concrete crisp loose, inflation open crack.In this kind of crack general emergence concrete structure usage period, once appear very difficult remediable, so should at under construction adopt valid the measure carry on prevention.Main of prevention measure:While being to choose to anticipate with the alkali activity small freestone bone.Two is the in addition which choose to use low lye mire with low alkali or have no alkali.Three is the Chan which choose to use accommodation with anticipate to repress an alkali bone to anticipate reaction.Because the concrete sprinkle to build, flap Dao bad perhaps is a reinforcing bar protection layer thinner, the harmful material get into concrete to make reinforcing bar creation rust eclipse, the reinforcing bar physical volume of the rust eclipse inflation, cause concrete bulge crack, the crack of this kind type much is a crack lengthways, follow the position of reinforcing bar ually of prevent measure from have:One is assurance reinforcing bar protection the thickness of the layer.Two is a concrete class to go together with to want good.Three is a concrete to sprinkle to note and flap Dao airtight solid.Four is a reinforcing bar surface layer Tu2 Shua antisepsiscoating.Crack processingThe emergence of the crack not only would influence structure of whole with just degree, return will cause the rust eclipse of reinforcing bar, acceleration concrete of carbonization, lower durable and anti- of concrete tired, anti- Shen ability.Therefore according to the property of crack and concrete circumstance we want differentiation to treat, in time processing, with assurance building of safety usage.The repair measure of the concrete crack is main to have the following some method:Surface repair method, infuse syrup, the Qian sew method, the structure reinforce a method, concrete displacement method, electricity chemistry protection method and imitate to living from heal method.Surface repair the method be a kind of simple, familiar of repair method, it main be applicable to stability and to structure loading the ability don't have the surface crack of influence and deep enter crack of processing.The processing measure that is usually is a surface in crack daubery cement syrup, the wreath oxygen gum mire or at concrete surface Tu2 Shua paint, asphalt etc. antisepsis material, at protection of in the meantime for keeping concrete from continue under the influence of various function to open crack, usually can adoption the surface in crack glue to stick glass fiber cloth etc. measure.1, infuse syrup, the Qian sew methodInfuse a syrup method main the concrete crack been applicable to have influence or have already defend Shen request to the structure whole of repair, it is make use of pressure equipments gum knot the material press into the crack of concrete, gum knot the material harden behind and concrete formation one be whole, thus reinforce of purpose.The in common use gum knot material has the cement the syrup, epoxy, A Ji C Xi sour ester and gather ammonia ester to equalize to learn material.The Qian sew a method is that the crack be a kind of most in common use method in, it usually is follow the crack dig slot, the Qian fill Su in the slot or rigid water material with attain closing crack of purpose.The in common use Su material has PVC gum mire,plastics ointment, the D Ji rubber etc.;In common use rigid water material is the polymer cement sand syrup.2, the structure reinforce a methodWhen the crack influence arrive concrete structure of function, will consideration adopt to reinforce a method to carry on processing to the concrete structure.The structure reinforce medium in common use main have the following a few method:The piece of enlargement concrete structure in every aspect accumulate, outside the Cape department of the Gou piece pack type steel, adoption prepare should the dint method reinforce, glue to stick steel plate to reinforce, increase to establish fulcrum to reinforce and jet the concrete compensation reinforce.3, concrete displacement methodConcrete displacement method is processing severity damage concrete of a kind of valid method, this method be first will damage of the concrete pick and get rid of, then again displacement go into new of concrete or other material.The in common use displacement material have:Common concrete or the cement sand syrup, polymer or change sex polymer concrete or sand syrup.4, the electricity chemistry protection methodThe electricity chemistry antisepsis is to make use of infliction electric field in lie the quality of electricity chemical effect, change concrete or reinforced concrete the environment appearance of the place, the bluntness turn reinforcing bar to attain the purpose of antisepsis.Cathode protection method, chlorine salt's withdrawing a method, alkalescence to recover a method is a chemistry protection method in three kinds of in common use but valid method.The advantage of this kind of method is a protection method under the influence of environment factor smaller, apply reinforcing bar, concrete of long-term antisepsis, since can used for crack structure already can also used for new set up structure.5, imitate to living from legal moreImitate to living from heal the method be a kind of new crack treatment, its mimicry living creature organization secrete a certain material towards suffering wound part auto, but make the wound part heal of function, join some and special composition(suchas contain to glue knot of the liquid Xin fiber or capsule) in the concrete of the tradition the composition, at concrete inner part formation the intelligence type imitate to living from heal nerve network system, be the concrete appear crack secrete a parts of liquid Xin fiber can make the crack re- heal.ConclusionThe crack is widespread in the concrete structure existence of a kind of phenomenon, it of emergence not only will lower the anti- Shen of building ability, influence building of usage function, and will cause the rust eclipse of reinforcing bar, the carbonization of concrete, lower the durable of material, influence building of loading ability, so want to carry on to the concrete crack earnest research, differentiation treat, adoption reasonable of the method carry on processing, and at under construction adopt various valid of prevention measure to prevention crack of emergence and development, assurance building and Gou piece safety, stability work.From《CANADIAN JOURNAL OF CIVIL ENGINEERING》译文:建筑施工混凝土裂缝的预防与处理混凝土的裂缝问题是一个普遍存在而又难于解决的工程实际问题,本文对混凝土工程中常见的一些裂缝问题进行了探讨分析,并针对具体情况提出了一些预防、处理措施。

建筑安全设计中英文对照外文翻译文献

建筑安全设计中英文对照外文翻译文献

中英文对照外文翻译文献(文档含英文原文和中文翻译)Terrorist Attack Prevention through Environmental Design: Four Levels of the Adaptive Security Design for the Overseas Diplomatic PremisesAbstract: From the end of the 20th century, terrorism has become the most general threat which almost every country’s overseas diplomatic premises have encountered. The attacks aimed at Chinese embassies and consulates have been more frequently in the past few years. Most of them are featured by negative social influence, low for see ability, low cost and high elusiveness, etc. The essential tasks of the diplomatic architecture, including safeguarding assets and shaping positive national images, constitute a series of contradictions in the design process; and the building forms need to be simultaneously looking friendly and safe enough. Based on the conclusion of forms and characters of the terrorist attacks, this paper attempts to approach the adaptive security solutions for theoverseas diplomatic premises in four levels: the psychology level, the vision level, the behavior level, and the post attack level.Key Words: Environmental Design, Overseas Diplomatic Premises, Security, Adaptive, Terrorist Attack1From Simple to Comprehensive: The Transition of the Security DesignIn past 10 years, the traditional security threat derived from the cold war gradually gives way to high-frequency terrorist attacks. Compared with the professional safeguard methods in the cold war, such as infiltration and intelligence work, the features of the terrorist attack, such as high elusiveness, change full targets, low-cost training, low for see ability, blurred clues, big civilian casualties and negative social influence, make the relevant security design be much more difficult. (Table 1) The range of the security design thus has been extended from the principal area to the whole site and even the neighborhoods. The definition of the security design in diplomatic premises projects has been changed from the additional task to a more integrated part of the whole design process. (Figure 1)Figure1: The Principal Ranges of the Security Design under Traditional Threats and Terrorist Attacks (Source:Author)Table1: The Comparison between Traditional Threats and Terrorist Attacks (Source:Author)Traditional Threats Terrorist Attacks Years from WWⅡ to the end of the 20th century from the end of the 20th century to nowThe Origin of the threat the cold war and different political camps extreme organizationsThe Purples of the threat intelligence stealing extremely religious, political, ideological purplesThe Targets of the Attack important sections, core properties, important all properties, staffs, neighborhoods staffs and visitorsThe Means of the Attack surveillance, wiretap, infiltrate, shooting, etc. car bomb, suicide bomb, homemade weapons,throwing stones, shooting, trespassing, etc.The Principal Areas of theaccess control system of the boundary and the the entire site including adjacent streets andprincipal areas neighborhoodsSecurity DesignThe Influence on the limited influence on the architecture form profound influence on the architecture formArchitecture FormNote: The violence caused by demonstrations, which is not listed in the table, is a traditional threat for overseas diplomatic premises; and it is much more foreseeable compared with the other attacks. With the protection of Vienna Convention on Diplomatic Relations, Vienna Conventionson Consular Relations, and the precautionary measures from the local government, the potential threat of the demonstration activities can be under control.2 Security and Image: The Complexity and Contradictions of the Overseas Diplomatic PremisesThe special identity defines the evident difference between the overseas diplomatic premises and the other building types. The security design of those overseas properties thus is featured by complexity and contradiction, which are more strengthened under the background of the growth of world-wide spread terrorism. Overseas diplomatic facilities are supposed to have friendly images and higher security standard. Those two tasks ask the architect to combine two series of incompatible architectural languages. (Figure 2)Figure2: The Different Images Derived from Image Oriented and Security Oriented Approaches(Source: Author)On the one hand, oversea s diplomatic premises are the most efficient equipment of promoting a country’s national image. Compared with the normal mass Medias, architecture is an intuitive, face to face, tangible interface to deliver the local people an open, friendly, and gentle image of the country, which is quite important for the diplomatic work. During the past several decades, many architects have attempted to deliver the positive national image by different architectural languages. For example, in some cases, modernism means openness; formalism means commemorative; and post-modernism means the historical and cultural friendly design.On the other hand, located in the host country, the site of the diplomatic architecture has special political meanings. The Vienna Convention on Diplomatic Relations declares to protect all properties of the guest country (buildings, facilities, and staffs, etc) from being visited without authorization. The boundary of the site thus becomes a special icon. Under the shadow of the terrorism, security design is playing a significant role in new projects; and in some controversial projects, the importance of the friendly image completely gives way to the strict security measures.Giving up the effort of delivering positive images, and transforming the site to be a modern castle are known as old-fashion solutions; and it will finally lost the meaning of diplomatic in the most fundamental level. Today, all the properties need to be dignified, elegant, decent, and safe. In the new era, an important question for the overseas diplomatic premises is how to an effective technology to approach the balance between good image and strict security standard.3The Adaptive Strategies: Four Levels of the Security DesignBased on the characters of terrorist attacks and the complexity and contradiction of the overseas diplomatic premises, this paper develops a series of adaptive design strategies, which attempt to satisfy the requirements of both image and security through effective environmental and architectural design approaches. All the cases and architectural languages introduced in this paper do not only lead to the security purples, and they also manifest the evident aesthetic quality. These strategies aim at helping the architect to find the adaptive building forms, which have the capacity to be interpreted in multiple ways, to hide the security measures behind a friendly image in four levels: psychological control, visual control, behavior control, and loss control. The four levels, which reflect the architectural interventions on boundary, building envelope, outdoor space, and connections, constitute an integrated and flexible security system. (Figure 3)Figure 3: The Four Levels of the Adaptive Security Design of the Overseas Diplomatic Premises(Source: Author)3.1 Psychological Control: DeterrenceIn speaking of the design of psychological control in overseas diplomatic premises, the principal task is to deter the terrorist from planning and implementing the attack. The solutions mainly focus on different forms of the boundary, such as wall and fencing system with functions of visual limitation, boundary landscape, well-marked access control system, high intensity illumination system, and entrance guard rooms, etc., to exert sufficientpsychological pressure on the terrorists to lower the effectiveness of their actions. Meanwhile, suitable measures can also enhance the sense of safety in the neighborhoods. An evident case is the German Embassy in Austria (Vienna). Theboundary is constituted by a metal fencing system with the curved form onthe top to prevent climbing. With shrubs and trees in the inner-side of thefence, the fencing system not only maintains a transparent and greeninterface, but also keeps a good view for the staffs in the site to monitorthe adjacent streets. (Figure 4)(Figure 5)Another case is the British Embassy, which is the neighbor of theGerman Embassy. As a historical building, the façade is the first physicalboundary of the project, which is directly facing the streets without anybuffer space. As a secondary boundary system, a series of reinforceconcrete blocks and flowerpots is introduced in the middle of the streets.The mechanical car stop system is also placed for traffic control. Theguard room is located just beside the concrete blocks, and its form isobvious enough to be easily noticed from the street; and thanks to theunidirectional glass, people outside cannot observe the activities inside theguard rooms. All these elements constitute a flexible buffer area for theembassy building; and this solution is going to exert big pressure on thepotential criminals. By extending the range of the embassy to the publicurban space, the original façade of the building is well preserved to show acomplete historical context, and the positive cultural attitude. (Figure 6)(Figure 7)Hence, psychological control manifests the following characters: 1) Introduce reinforced transparent fencing system to keep the good horizon from the inside to the outside 2) Introduce the independent and moveable car stop system to keep thedecent building façade3) Access control system integrated with the landscape elements 4) High identity and well defined boundary forms 5) High intensity illumination system at the entrance areaFigure 4: the fencing system of theGerman Embassy in AustriaFigure 5: the entrance and guard room of the German Embassy in Figure 6: the vehicles and visitors control system outside the BritishFigure 7: the concrete flower bed in frontof the British Embassy3.2Visual Control: ObscuringVisual control aims at obscuring and disturbing the visual judgment of the criminals via effective architectural operations. Through the special language of the building envelope, the building acquires the quality that prevents people outside from grasping the information inside, such as function distribution, structure form, and the location of the important sections, through reading the facade. Solutions based on this strategy not only provide the staffs the good view to monitor the site and the neighbors, but also reduce the accuracy of the terrorists’ observation.The architecture of the Chinese Embassy in the United States (Washington DC) is characterized by three octagonal forms, the main public space which is not the essential property of the embassy. In fact, the essential functions are integrated into an extremely low-profile form, which constitutes the background of the three halls. The unified and arrayed windows reflect no relation with the division of the office section; and there is even no window on the façade directly facing the street in a very short distance. Through this solution, the essential function has much lower identity than the subordination part, which normally gathers less staffs and properties; and it would make the unprofessional criminals waste more time for choosing the target. (Figure 8) (Figure 9)The Dutch Embassy in Germany (Berlin) represents another approach. The essential functions of the embassy are entirely integrated into a huge cube, which acquires strong identity in the circumstance. A transparent and continuous gallery, which cut into the building envelope from the ground to the top, plays the role of both vertical connection and ventilation tunnel. Without any exceptions, the entire façade of the office rooms is constituted by the translucent curtain wall to keep privacy. Meanwhile, the transparent curve spiral element on the façade changes the traditional idea of floors, and prevents the criminals from conjecturing the inner functions. It also delivers the specific ideology of the Dutch culture, such as transparent, openness, humorous, and friendly to the modern art, etc. (Figure 10) (Figure 11)Visual control has the following characters:1)Independent building envelope which has little relations with the inner functions2)Reduce the identity of the important part of the structure3)Simplify the function of the higher identity part, while reduce the identity of the essential functions4)Introduce the sunshade components, icons, and decorations toconstitute multiple defenses.Figure 8: The entrance of the Chinese Embassy in the US (Source: Author)Figure 9: The walls of the Chinese Embassy, which is directly facing the street (Source: Author)Figure 10:The Dutch Embassy in Berlin (Source: Chang Qi)Figure 11: The spatial concept ofthe Dutch Embassy3.3 Behavior Control: RestrictingThe main task of behavior control is to arrange the authority, path, and behavioral pattern of visitors. The solution is mainly focused on the outdoor space between the building envelope and the boundary of the site, and aims at controlling the speed and route of visitors, and strictly defining the accessibility of different zones. The road system and landscape elements are not only the positive elements for diplomatic events, but also the equipment of reducing attack effect, confusing criminals, and increas ing the cost of the terrorists’ action.The British Embassy in Germany (Berlin) is an intervention in the historical quarter, and the volume directly touches the adjacent buildings and street without any space in between. A series of well organized courtyards constitutes the basic spatial structure, which implies a hierarchical access control system. In this system, there are three principal courtyards with different forms, functions and authorities. The first courtyard which connects the street in front of the main entrance with an entrance check system is designed for cars and visitors to have a short stay. The second court yard, a cuneiform auditorium space, connects the first courtyard with a guard room as the second check point, and leads the visitors to the third courtyard with broad steps. The third courtyard, a winter garden with a beautiful glass roof, connects the reception and meeting rooms, and also plays the role of the entrance hall to the office zone. This courtyard system shapes a linear exhibition space with different themes and art atmosphere in each part, and provides the platform for foreign affairs activities. This project as a typical example realizes an extremely long visiting path in the very limited site, and acquires sufficient defense in depth to observe and control the visitors. (Figure 12) (Figure 13)The winning solution of the new American Embassy project in UK (London) abandons the traditional boundary system, and creates a balance between landscape and security. The building aims atimplyinga special friendliness between American and British cultures with an open landscape system. Compared with traditional solutions, the project witnesses a higher security standard. The landscape elements are endowed with cultural functions, while they are also the designed to control the activities of staffs and visitors. For example, the water pool in front of the building creates an elegant environment, and also prevents visitors and vehicles from getting close to the façade. The similar design is also introduced in the American Embassy in Beijing. On the other side of the building is a huge grass slope, which Figure 12: The three courtyards of the British Embassy extends from the top of the podium to the ground floor of the main building with a continuous angular surface. This design integrates the cubic form of the main building into an artificial terrain, and creates the gentler atmosphere, which is always needed in the diplomatic activities. The structure of the grassy slope, which not only defines the boundary of the site, but also offers the ideal height for observing the neighborhoods, can be transformed into a defensive position, if necessary. It is important to understand that the security measurements in newly constructed projects gradually give up the idea of fortress, and a series of sophisticateddesign techniques, which integrates the security consideration into the landscape, opens up a new horizon for the overseas diplomatic premises. (Figure 14) (Figure 15)Behavior control has the following characters:1) Introduce the curved roads paralleled with the façade of the building to reduce the vehicle speed and avoid the path directly to the building2) Use strict zoning to control the authority of different sections, and public space sequence to prolong the route of visitors3) Integrated landscape system which has the function of controlling the behavior pattern of vehicles and visitors4) Eliminate the unnecessary obstructions to keep good horizon from the building to the circumstance3.4 Loss Control: Chain-effect Damage PreventionThe essential purpose of damage control is to eliminate the possibility of the second damage and chain-effect collapse after the attack. Through the targeted design of the building forms, the loss in the terrorist attacks thus can be partly reduced, and the staffs may have more time to wait for the rescue. The relevant solutions mainly focus on the connections between single buildings. For the layout of he embassy/consulate projects, it is better to decentralize important properties into detached parts, which can work as a whole when they are linked with connective volumes. If the attacks happen in one part, the decentralized layout of important functions can keep the other parts still working. Sometimes, the cluster of small and decentralized volumes can also have a friendlier image.The context of the Chinese Embassy in Netherlands (Haag) is shaped by a series of small detached houses. The main building of the embassy is split into two volumes, which are connected by an entrance hall, a sunken garden, and a fly corridor on the fourth floor. All the connective volumes are covered by transparent glass, which is always a right and popular material to show openness. In fact, it is wise to choose the connective part to be the open space, because these parts normally have less staffs and properties concentrated.Compared with the glass volumes, the two principal volumes covered by red bricks keep the morphological continuity with the context. The connective volumes in between can be seen as expendable structures to reduce the possibility of chain-effect collapse when a huge damage happens in one side of the building. (Figure 16) (Figure 17)The American Embassy in China (Beijing) applies the similar solution. The consulate section, office section, and apartments are all designed to be detached volumes with connections between each other. Compared with the other parts, the consulate section and the apartment building with completely curtain walls create stronger identity, and become the dominant volumes that shape the image of openness. Meanwhile, those two parts also protect the essential functions hiding in a series ofhorizontal extending volumes with hard and strong envelopes. Thanks to the decentralized layout, it is quite difficult to make a catastrophic damage to the embassy through a normal terrorist attack. (Figure 18) (Figure 19)Loss control is characterized by the following factors:1) Decentralized volumes2) Connect independent volumes with secondary structures3) Take the lower-risk functions as the expendable structure to avoid the chain-effect collapse.4) Separate and hide the essential functions into multiple parts4 Conclusions: The Integration of Security and CultureThrough the discussion, it is important to understand the world-wide new challenges that the overseas diplomatic premises encounter calls for a series of new design approaches. Traditionally, diplomatic buildings are inclined to show friendly and open postures in close-relationship countries, and choose conservative forms in bad-relationship countries. However, with the development of globalization, the relationship between each two countries is simultaneously shaped by cooperation and challenges. The evident hostile camps have already been disappeared, and terrorism becomes the most intractable threat of the overseas diplomatic premises for almost all countries. The solutions which completely show openness or closeness are old-fashion stories, and it cannot satisfy the identity of today’s diplomatic buildings. In new projects, architects are asked to find more sophisticated and effective solutions to balance the contradiction between positive image and strict security standard. Based on this background, this paper attempts to develop a discussion for this topic in for respects. (Table 2)The effort of discovering the unique forms to approach safe and beautiful would become a significant source, in which the creative idea of the diplomatic architecture springs.References[1] Alessi, Alberto. Building Identity?. World Architecture, 2006(8): 17-20[2] Tong, Cui, Balance Reconstruction: Embassy as an Architectural Type. World Architecture, 2006(8): 100-103[3] Tian, Zhimin. Zhang, Xiangbai. Du, Xiuli. Conceptual Design of Important Buildings to Mitigate Terrorist Explosion Attacks,China Civil Engineering Journal, 2007, 40(1), 34-41[4] Zhang, Lan. The Embassy and Diplomatic Officers, World Knowledge Press, 1998通过环境设计预防恐怖袭击:四层外交建筑自适应安全设计的海外外交的前提文摘:从20世纪的结束,恐怖主义已成为最通用的威胁,几乎每个国家的海外外交场所遇到。

土木工程建筑外文翻译外文文献高层建筑的消防安全设计

土木工程建筑外文翻译外文文献高层建筑的消防安全设计

土木工程建筑外文翻译外文文献高层建筑的消防安全设计Fire Safety Design for High-rise BuildingsKeywords: fire safety, high-rise buildings, means of escape, fire resistant materials, fire detection and alarm systems, fire suppression systems, fire risk assessment, emergency plans1. Introduction2. Means of Escape3. Fire Resistant Materials4. Fire Detection and Alarm SystemsEarly detection of a fire is crucial to allow for the safe evacuation of occupants. High-rise buildings should be equipped with fire detection and alarm systems, including smoke detectors, heat detectors, and manual call points. These systems should be interconnected and monitored to ensure prompt notification of a fire.5. Fire Suppression Systems6. Fire Risk AssessmentBefore occupancy, a fire risk assessment should be conducted to identify potential fire hazards and ensure appropriate fire safety measures are in place. This assessment should considerthe building's use, occupant load, and fire resistance ofconstruction materials. Regular fire risk assessments shouldalso be conducted to address any changes in building use or occupancy.7. Emergency PlansHigh-rise buildings should have well-defined emergency plans that outline the actions to be taken in the event of a fire. These plans should include procedures for evacuating occupants, contacting emergency services, and isolating fire-affected areas. Regular drills and training sessions should be conducted to familiarize occupants with the emergency procedures.8. ConclusionFire safety design is critical in high-rise buildings to protect the lives of occupants and minimize property damage. Designers and engineers should consider means of escape, fire resistant materials, fire detection and alarm systems, fire suppression systems, fire risk assessments, and emergency plans when designing a high-rise building. By implementing these measures effectively, the risk of fire-related incidents can be significantly reduced.。

建筑设计中英文对照外文翻译文献

建筑设计中英文对照外文翻译文献

中英文对照外文翻译文献(文档含英文原文和中文翻译)原文:Housing Problems and Options for the Elderly 1. IntroductionHousing is a critical element in the lives of older persons. The affordability of housing affects the ability of the elderly to afford other necessities of life such as food and medical care. Housing that is located near hospitals and doctors, shopping, transportation, and recreational facilities can facilitate access to services that can enhance the quality of life. Housing can also be a place of memories of the past and a connection to friends and neighbors. Housing with supportive features and access to services can also make it possible for persons to age in place. In this session, we will be examining housing problems andoptions for the elderly. Along the way, we will be testing your housing IQ with a series of questions and exercises.2. Housing Situation of Older PersonsHow typical is the housing situation of the olders?We will begin by examining five areas :(1)Prevalence of home ownership (2)Length of stay in current residence (3)Living arrangements (4)Attachments of older persons to where they live (5)Moving behavior.With whom older persons live can influence housing affordability, space needs, and the ability to age in place. About 54% of older persons live with their spouses, 31% live alone, almost 13% live with related persons other than their spouse and about 2% live with unrelated persons. With increasing age, older persons (primarily women) are more likely to live alone or with a relative other than a spouse. Frail older women living alone are the persons most likely to reside in homes with ‘extra’ rooms and to need both physically supportive housing features and services to "age in place". This segment of the population is also the group most likely to move to more supportive housing settings such as assisted living.Many older persons have strong psychological attachments to their homes related to length of residence. The home often represents the place where they raised their children and a lifetime of memories. It is also a connection to an array of familiar persons such as neighbors and shopkeepers as well as near by places including houses of worship, libraries and community services. For manyolder persons, the home is an extension of their own personalities which is found in the furnishings . In addition, the home can represent a sense of economic security for the future, especially for homeowners who have paid off their mortgages. For owners, the home is usually their most valuable financial asset. The home also symbolizes a sense of independence in that the resident is able to live on his or her own. For these types of reasons, it is understandable that in response to a question about housing preferences, AARP surveys of older persons continue to find that approximately 80% of older persons report that what they want is to "stay in their own homes and never move." This phenomena has been termed the preference to "age in place."Although most older persons move near their current communities, some seek retirement communities in places with warmer weather in the southwest, far west and the south.3. The Federal Government's Housing Programs for the ElderlyThe federal government has had two basic housing strategies to address housing problems of the elderly. One strategy, termed the "supply side" approach, seeks to build new housing complexes such as public housing and Section 202 housing for older persons. Public housing is administered by quasi-governmental local public housing authorities. Section 202 Housing for the elderly and disabled is sponsored by non-profit organizations including religious and non-sectarian organizations. Approximately 1.5 million olderpersons or 3% of the elderly population live in federally assisted housing, with about 387,000 living in Section 202 housing. Over time, the government has shifted away from such new construction programs because of the cost of such housing, the problems that a number of non-elderly housing programs have experienced, and a philosophy that the government should no longer be directly involved with the building of housing. Section 202 housing, a very popular and successful program, is one of the few supply-side programs funded by the federal government, although the budget allocation during the last ten years has allowed for the construction of only about 6,000 units per year compared to a high of almost 20,000 units in the late 1970s. Instead of funding new construction, federal housing initiatives over the last decade have emphasized ‘demand side’ subsidies that provide low-income renters with a certificate or a voucher that they can use in a variety of multiunit settings, including apartments in the private sector that meet rental and condition guidelines. These vouchers and certificates are aimed at reducing excessive housing costs. Some certificates are termed ‘project based’ subsidies and are tied to federally subsidized housing such as Section 202. Because housing programs are not an entitlement, however, supply-side and demand side programs together are only able to meet the needs of about 1/3 of elderly renters who qualify on the basis of income.While advocates for housing have been trying to hold on to the existing programs in the face of huge budget cuts at HUD, much of the attention has been shifting towards meeting the shelter and service needs of the frail elderly. This emphasis reflects the increasing number of older persons in their eightiesand nineties who need a physically supportive environment linked with services. This group of older persons includes a high percentage of older residents of public and Section 202 housing. Initially built for independent older persons who were initially in the late sixties and early seventies, this type of housing now includes older persons in their eighties and nineties, many of whom have aged in place. Consequently, the government is faced with creating strategies to bring services into these buildings and retrofit them to better suit the needs of frail older persons. A major initiative of the early 1990s, which may be stalled by current budget problems at HUD, has been for the federal government to pay for service coordinators to assess the needs of residents of government assisted housing complexes and link them with services. As of 1998, there were approximately 1,000 service coordinators attached to government assisted housing complexes across the country.4. The Housing Continuum: A Range of Options for ElderlyA long-standing assumption in the field of housing has been that as persons become more frail, they will have to move along a housing continuum from one setting to another. As the figure on housing options suggests, along this continuum are found a range of housing options including single family homes, apartments, congregate living, assisted living, and board and care homes (Kendig & Pynoos, 1996). The end point of the housing continuum has been thenursing home. These options vary considerably in terms of their availability, affordability, and ability to meet the needs of very frail older persons.The concept of a continuum of supportive care is based on the assumption that housing options can be differentiated by the amount and types of services offered; the supportiveness of the physical setting in terms of accessibility, features, and design; and the competency level of the persons to whom the housing is targeted. The figure on housing options indicates how such options generally meet the needs of older persons who are categorized,as independent, semi-dependent and dependent. Semi-dependent older persons can be thought of as needing some assistance from other persons with instrumental activities of daily living (IADLs) such as cooking, cleaning, and shopping. In addition to needing assistance with some IADLs, dependent older persons may require assistance with more basic activities such as toileting, eating and bathing. Although semi-dependent and dependent older persons can be found throughout the housing continuum, independent older persons are very unlikely to reside in housing types such as assisted living specifically designed and equipped to meet the needs of frail older persons unless their spouses require these needs.Although the continuum of housing identifies a range of housing types, there is increasing recognition that frail older persons do not necessarily have to move from one setting to another if they need assistance. Semi-dependent or dependent older persons can live in a variety of settings, including their own homes and apartments, if the physical environment is made more supportive, caregivers are available to provide assistance and affordable services areaccessible.5. ConclusionsHousing plays a critical role in the lives of older persons. Most older homeowners who function independently express a high level of satisfaction with their dwelling units. However, high housing costs, especially for renters, remain a financial burden for many older persons and problems associated with housing condition persist especially for low- income renters and persons living in rural areas. Federal housing programs such as public housing, Section 202 housing, and Section 8 housing certificates have only been able to address the basic housing problems of only about one-third of eligible older persons because of limited budgets. Moreover, a shortage of viable residential options exists for frail older persons. Up until the last decade, housing for the elderly was conceived of primarily as shelter. It has become increasingly recognized that frail older persons who needed services and physically supportive features often had to move from their homes or apartments to settings such as board and care or nursing homes to receive assistance. Over time, however, the concept of a variety of housing types that can be linked has replaced the original idea of the continuum of housing. It is possible for frail older persons to live in a variety of existing residential settings, including their own homes and apartments with the addition of services and home modifications. Consequently, the last decade has seen a number of efforts to modify homes, add service coordinators to multi-unit housing and create options such as accessory and ECHO units. Although thesestrategies have been enhanced by a somewhat greater availability of home care services, Medicaid policy still provides incentives to house frail older persons in nursing homes. The most visible development in the field of housing for frail older persons has been the growth of private sector assisted living which is now viewed by many state governments as a residential alternative to nursing homes. The AL movement itself has raised a number of regulatory and financing issues that cross-cut housing and long term care such as what constitutes a residential environment, insuring that residents can age in place, accommodating resident preferences, protecting the rights of individuals and insuring quality of care. Nevertheless, the emergence of AL along with a wider range of other housing options holds out the promise that older persons will have a larger range of choices among living arrangements.译文:老年人的住宅问题与选择一、简介住宅在老年人生活的极为重要。

建筑学毕业设计的外文文献及译文

建筑学毕业设计的外文文献及译文

建筑学毕业设计的外文文献及译文文献、资料题目:《Advanced Encryption Standard》文献、资料发表(出版)日期:2004.10.25系(部):建筑工程系生:陆总LYY外文文献:Modern ArchitectureModern architecture, not to be confused with Contemporary architecture1, is a term given to a number of building styles with similar characteristics, primarily the simplification of form and the elimination of ornament. While the style was conceived early in the 20th century and heavily promoted by a few architects, architectural educators and exhibits, very few Modern buildings were built in the first half of the century. For three decades after the Second World War, however, it became the dominant architectural style for institutional and corporate building.1. OriginsSome historians see the evolution of Modern architecture as a social matter, closely tied to the project of Modernity and hence to the Enlightenment, a result of social and political revolutions.Others see Modern architecture as primarily driven by technological and engineering developments, and it is true that the availability of new building materials such as iron, steel, concrete and glass drove the invention of new building techniques as part of the Industrial Revolution. In 1796, Shrewsbury mill owner Charles Bage first used his "fireproof design, which relied on cast iron and brick with flag stone floors. Such construction greatly strengthened the structure of mills, which enabled them to accommodate much bigger machines. Due to poor knowledge of iron's properties as a construction material, a number of early mills collapsed. It was not until the early 1830s that Eaton Hodgkinson introduced the section beam, leading to widespread use of iron construction, this kind of austere industrial architecture utterly transformed the landscape of northern Britain, leading to the description, πDark satanic millsπof places like Manchester and parts of West Yorkshire. The Crystal Palace by Joseph Paxton at the Great Exhibition of 1851 was an early example of iron and glass construction; possibly the best example is the development of the tall steel skyscraper in Chicago around 1890 by William Le Baron Jenney and Louis Sullivan∙ Early structures to employ concrete as the chief means of architectural expression (rather than for purely utilitarian structure) include Frank Lloyd Wright,s Unity Temple, built in 1906 near Chicago, and Rudolf Steiner,s Second Goetheanum, built from1926 near Basel, Switzerland.Other historians regard Modernism as a matter of taste, a reaction against eclecticism and the lavish stylistic excesses of Victorian Era and Edwardian Art Nouveau.Whatever the cause, around 1900 a number of architects around the world began developing new architectural solutions to integrate traditional precedents (Gothic, for instance) with new technological possibilities- The work of Louis Sullivan and Frank Lloyd Wright in Chicago, Victor Horta in Brussels, Antoni Gaudi in Barcelona, Otto Wagner in Vienna and Charles Rennie Mackintosh in Glasgow, among many others, can be seen as a common struggle between old and new.2. Modernism as Dominant StyleBy the 1920s the most important figures in Modern architecture had established their reputations. The big three are commonly recognized as Le Corbusier in France, and Ludwig Mies van der Rohe and Walter Gropius in Germany. Mies van der Rohe and Gropius were both directors of the Bauhaus, one of a number of European schools and associations concerned with reconciling craft tradition and industrial technology.Frank Lloyd Wright r s career parallels and influences the work of the European modernists, particularly via the Wasmuth Portfolio, but he refused to be categorized with them. Wright was a major influence on both Gropius and van der Rohe, however, as well as on the whole of organic architecture.In 1932 came the important MOMA exhibition, the International Exhibition of Modem Architecture, curated by Philip Johnson. Johnson and collaborator Henry-Russell Hitchcock drew together many distinct threads and trends, identified them as stylistically similar and having a common purpose, and consolidated them into the International Style.This was an important turning point. With World War II the important figures of the Bauhaus fled to the United States, to Chicago, to the Harvard Graduate School of Design, and to Black Mountain College. While Modern architectural design never became a dominant style in single-dwelling residential buildings, in institutional and commercial architecture Modernism became the pre-eminent, and in the schools (for leaders of the profession) the only acceptable, design solution from about 1932 to about 1984.Architects who worked in the international style wanted to break with architectural tradition and design simple, unornamented buildings. The most commonly used materials are glass for the facade, steel for exterior support, and concrete for the floors and interior supports; floor plans were functional and logical. The style became most evident in the design of skyscrapers. Perhaps its most famous manifestations include the United Nations headquarters (Le Corbusier, Oscar Niemeyer, Sir Howard Robertson), the Seagram Building (Ludwig Mies van der Rohe), and Lever House (Skidmore, Owings, and Merrill), all in New York. A prominent residential example is the Lovell House (Richard Neutra) in Los Angeles.Detractors of the international style claim that its stark, uncompromisingly rectangular geometry is dehumanising. Le Corbusier once described buildings as πmachines for living,∖but people are not machines and it was suggested that they do not want to live in machines- Even Philip Johnson admitted he was πbored with the box∕,Since the early 1980s many architects have deliberately sought to move away from rectilinear designs, towards more eclectic styles. During the middle of the century, some architects began experimenting in organic forms that they felt were more human and accessible. Mid-century modernism, or organic modernism, was very popular, due to its democratic and playful nature. Alvar Aalto and Eero Saarinen were two of the most prolific architects and designers in this movement, which has influenced contemporary modernism.Although there is debate as to when and why the decline of the modern movement occurred, criticism of Modern architecture began in the 1960s on the grounds that it was universal, sterile, elitist and lacked meaning. Its approach had become ossified in a πstyleπthat threatened to degenerate into a set of mannerisms. Siegfried Giedion in the 1961 introduction to his evolving text, Space, Time and Architecture (first written in 1941), could begin ,,At the moment a certain confusion exists in contemporary architecture, as in painting; a kind of pause, even a kind of exhaustion/1At the Metropolitan Museum of Art, a 1961 symposium discussed the question πModern Architecture: Death or Metamorphosis?11In New York, the coup d r etat appeared to materialize in controversy around the Pan Am Building that loomed over Grand Central Station, taking advantage of the modernist real estate concept of πair rights,∖[l] In criticism by Ada Louise Huxtable and Douglas Haskell it was seen to ,,severπthe Park Avenue streetscape and πtarnishπthe reputations of its consortium of architects: Walter Gropius, Pietro Belluschi and thebuilders Emery Roth & Sons. The rise of postmodernism was attributed to disenchantment with Modern architecture. By the 1980s, postmodern architecture appeared triumphant over modernism, including the temple of the Light of the World, a futuristic design for its time Guadalajara Jalisco La Luz del Mundo Sede International; however, postmodern aesthetics lacked traction and by the mid-1990s, a neo-modern (or hypermodern) architecture had once again established international pre-eminence. As part of this revival, much of the criticism of the modernists has been revisited, refuted, and re-evaluated; and a modernistic idiom once again dominates in institutional and commercial contemporary practice, but must now compete with the revival of traditional architectural design in commercial and institutional architecture; residential design continues to be dominated by a traditional aesthetic.中文译文:现代建筑现代建筑,不被混淆与‘当代建筑’,是一个词给了一些建筑风格有类似的特点,主要的简化形式,消除装饰等.虽然风格的设想早在20世纪,并大量造就了一些建筑师、建筑教育家和展品,很少有现代的建筑物,建于20世纪上半叶.第二次大战后的三十年,但最终却成为主导建筑风格的机构和公司建设.1起源一些历史学家认为进化的现代建筑作为一个社会问题,息息相关的工程中的现代性, 从而影响了启蒙运动,导致社会和政治革命.另一些人认为现代建筑主要是靠技术和工程学的发展,那就是获得新的建筑材料,如钢铁,混凝土和玻璃驱车发明新的建筑技术,它作为工业革命的一部分.1796年,Shrewsbury查尔斯bage首先用他的‘火’的设计,后者则依靠铸铁及砖与石材地板.这些建设大大加强了结构,使它们能够容纳更大的机器.由于作为建筑材料特性知识缺乏,一些早期建筑失败.直到1830年初,伊顿Hodgkinson预计推出了型钢梁,导致广泛使用钢架建设,工业结构完全改变了这种窘迫的面貌,英国北部领导的描述,〃黑暗魔鬼作坊〃的地方如曼彻斯特和西约克郡.水晶宫由约瑟夫paxton的重大展览,1851年,是一个早期的例子, 钢铁及玻璃施工;可能是一个最好的例子,就是1890年由William乐男爵延长和路易沙利文在芝加哥附近发展的高层钢结构摩天楼.早期结构采用混凝土作为行政手段的建筑表达(而非纯粹功利结构),包括建于1906年在芝加哥附近,劳埃德赖特的统一宫,建于1926 年瑞士巴塞尔附近的鲁道夫斯坦纳的第二哥特堂,.但无论原因为何,约有1900多位建筑师,在世界各地开始制定新的建筑方法,将传统的先例(比如哥特式)与新的技术相结合的可能性.路易沙利文和赖特在芝加哥工作,维克多奥尔塔在布鲁塞尔,安东尼高迪在巴塞罗那,奥托瓦格纳和查尔斯景mackintosh格拉斯哥在维也纳,其中之一可以看作是一个新与旧的共同斗争.2现代主义风格由1920年代的最重要人物,在现代建筑里确立了自己的名声.三个是公认的柯布西耶在法国,密斯范德尔德罗和瓦尔特格罗皮乌斯在德国.密斯范德尔德罗和格罗皮乌斯为董事的包豪斯,其中欧洲有不少学校和有关团体学习调和工艺和传统工业技术.赖特的建筑生涯中,也影响了欧洲建筑的现代艺术,特别是通过瓦斯穆特组合但他拒绝被归类与他们.赖特与格罗皮乌斯和Van der德罗对整个有机体系有重大的影响.在1932年来到的重要moma展览,是现代建筑艺术的国际展览,艺术家菲利普约翰逊. 约翰逊和合作者亨利-罗素阁纠集许多鲜明的线索和趋势,内容相似,有一个共同的目的, 巩固了他们融入国际化风格这是一个重要的转折点.在二战的时间包豪斯的代表人物逃到美国,芝加哥,到哈佛大学设计黑山书院.当现代建筑设计从未成为主导风格单一的住宅楼,在成为现代卓越的体制和商业建筑,是学校(专业领导)的唯一可接受的,设计解决方案,从约1932年至约1984 年.那些从事国际风格的建筑师想要打破传统建筑和简单的没有装饰的建筑物。

建筑安全设计与防灾减灾措施(英文中文双语版优质文档)

建筑安全设计与防灾减灾措施(英文中文双语版优质文档)

建筑安全设计与防灾减灾措施(英文中文双语版优质文档)With the acceleration of urbanization and the continuous growth of population, the issue of building safety has attracted more and more attention. The importance of building safety design and disaster prevention and mitigation measures is self-evident. It is not only related to the safety of people's lives and property, but also related to the development and construction of cities. In this article, I will discuss building safety design and disaster prevention and mitigation measures from the perspective of intelligent buildings.1. Building safety designBuilding safety design is one of the important links in construction engineering. It not only includes the design of the structure, layout, fire protection and other aspects of the building, but also includes the prediction and solution design of the safety problems that may be encountered during the use of the building. Here are a few areas to be aware of:1. Structural designThe design of building structure is an important link to ensure the safety of buildings. Structural design needs to take into account factors such as the service life of the building, geographical location, geological conditions, and climatic conditions to ensure that the structure of the building is stable and durable. In the design process, it is also necessary to select appropriate structural materials and structural forms according to factors such as the purpose of the building and the climate conditions of the location.2. Layout designBuilding layout design is also one of the important aspects of building safety design. The layout design needs to take into account factors such as the function of the building, the number of users, the flow of people, and safe evacuation. Reasonable layout design can maximize the safety of personnel and improve the efficiency of building use.3. Fire protection designFire protection design is an integral part of building safety design. The fire protection design needs to take into account factors such as the structure, layout, flow of people, and the location where the fire may occur. In the fire protection design process, it is necessary to be equipped with appropriate fire protection facilities, such as fire water sources, fire water nozzles, automatic sprinkler systems, etc.4. Equipped with safety equipmentThe allocation of safety equipment is one of the key links to ensure building safety. Building security equipment includes anti-theft alarm system, monitoring system, safety exit and other equipment. The configuration of these devices can ensure the safety of personnel to the greatest extent, and at the same time improve the efficiency of building use.2. Disaster Prevention and Mitigation MeasuresDisaster prevention and mitigation measures are an important part of building safety design, and its purpose is to minimize the damage and loss caused by disasters after disasters occur. The following are some disaster prevention and mitigation measures:1. Shockproof designIn areas with frequent earthquakes, the seismic design of buildings is essential. Seismic design needs to take into account the structure, materials, foundation, geological conditions and other factors of the building. Reasonable anti-seismic design can reduce the damage caused by earthquakes and maximize the protection of personnel's life and property safety.2. Windproof designIn areas with frequent wind disasters, the windproof design of buildings is also essential. The windproof design needs to take into account the structure, form, height and other factors of the building. Reasonable windproof design can reduce the damage caused by wind disasters and maximize the protection of personnel's life and property safety.3. Flood protection designIn flood-prone areas, flood-resistant design of buildings is also essential. Flood protection design needs to take into account the building's topography, geographical location, surrounding environment and other factors. Reasonable flood control design can reduce the damage caused by floods and maximize the protection of human life and property.4. Emergency planEmergency plans are a very important part of disaster prevention and mitigation measures. Building emergency plans need to take into account various possible disasters and accidents, and formulate corresponding emergency plans and emergency response mechanisms. A reasonable emergency plan can quickly take effective measures after a disaster occurs to minimize the impact of the disaster.3. Intelligent buildings and building safetyWith the development of science and technology, intelligent buildings have become the trend of future building development. Intelligent buildings can realize automatic monitoring and control of building environment, energy consumption, safety and other aspects through various sensors and control systems, thereby improving the efficiency and safety of buildings. The following are several applications of smart buildings in building safety:1. Intelligent monitoring systemThe intelligent monitoring system can realize the automatic monitoring of the internal and external environment of the building and the flow of people through various sensors. In the event of a disaster, the intelligent monitoring system can quickly discover problems and take timely measures to maximize the safety of personnel.2. Intelligent fire protection systemThe intelligent fire protection system can realize automatic monitoring and control of fire inside and outside the building through various sensors and control systems. When a fire occurs, the intelligent fire protection system can automatically alarm and take timely fire extinguishing measures to reduce the loss of fire to buildings and personnel.3. Intelligent access control systemThe intelligent access control system can realize the automatic identification and control of the identity of the personnel entering and leaving the building through various identity authentication technologies. A smart access control system can prevent unauthorized personnel from entering a building, thereby increasing the security of the building.4. Intelligent security systemThe intelligent security system can realize the safety monitoring and control of the inside and outside of the building through various sensors and control systems. The intelligent security system can identify abnormal behavior, give an alarm and take measures in time to ensure the safety of buildings and personnel to the greatest extent.In general, intelligent buildings can improve the safety of buildings and reduce the loss of buildings and personnel caused by disasters through various technical means. However, smart buildings themselves also need to take into account security and protection measures to prevent security issues such as being hacked. System to realize automatic monitoring and control of fire inside and outside the building. When a fire occurs, the intelligent fire protection system can automatically alarm and take timely fire extinguishing measures to reduce the loss of fire to buildings and personnel.3. Intelligent access control systemThe intelligent access control system can realize the automatic identification and control of the identity of the personnel entering and leaving the building through various identity authentication technologies. A smart access control system can prevent unauthorized personnel from entering a building, thereby increasing the security of the building.4. Intelligent security systemThe intelligent security system can realize the safety monitoring and control of the inside and outside of the building through various sensors and control systems. The intelligent security system can identify abnormal behavior, give an alarm and take measures in time to ensure the safety of buildings and personnel to the greatest extent.In general, intelligent buildings can improve the safety of buildings and reduce the loss of buildings and personnel caused by disasters through various technical means. However, smart buildings themselves also need to take into account security and protection measures to prevent security issues such as being hacked.随着城市化进程的加快和人口的不断增长,建筑安全问题越来越受到人们的关注。

建筑类外文文献及中文翻译

建筑类外文文献及中文翻译

forced concrete structure reinforced with anoverviewReinSince the reform and opening up, with the national economy's rapid and sustained development of a reinforced concrete structure built, reinforced with the development of technology has been great. Therefore, to promote the use of advanced technology reinforced connecting to improve project quality and speed up the pace of construction, improve labor productivity, reduce costs, and is of great significance.Reinforced steel bars connecting technologies can be divided into two broad categories linking welding machinery and steel. There are six types of welding steel welding methods, and some apply to the prefabricated plant, and some apply to the construction site, some of both apply. There are three types of machinery commonly used reinforcement linking method primarily applicable to the construction site. Ways has its own characteristics and different application, and in the continuous development and improvement. In actual production, should be based on specific conditions of work, working environment and technical requirements, the choice of suitable methods to achieve the best overall efficiency.1、 steel mechanical link1.1 radial squeeze linkWill be a steel sleeve in two sets to the highly-reinforced Department with superhigh pressure hydraulic equipment (squeeze tongs) along steel sleeve radial squeeze steel casing, in squeezing out tongs squeeze pressure role of a steel sleeve plasticity deformation closely integrated with reinforced through reinforced steel sleeve and Wang Liang's Position will be two solid steel bars linkedCharacteristic: Connect intensity to be high, performance reliable, can bear high stress draw and pigeonhole the load and tired load repeatedly.Easy and simple to handle, construction fast, save energy and material, comprehensive economy profitable, this method has been already a large amount of application in the project.Applicable scope : Suitable for Ⅱ , Ⅲ , Ⅳ grade reinforcing bar (including welding bad reinforcing bar ) with ribbing of Ф 18- 50mm, connection between the same diameter or different diameters reinforcing bar .1.2 must squeeze linkExtruders used in the covers, reinforced axis along the cold metal sleeve squeeze dedicated to insert sleeve Lane two hot rolling steel drums into a highly integrated mechanical linking methods.Characteristic: Easy to operate and joining fast and not having flame homework , can construct for 24 hours , save a large number of reinforcing bars and energy.Applicable scope : Suitable for , set up according to first and second class antidetonation requirement -proof armored concrete structure ФⅡ , Ⅲ grade reinforcing bar with ribbing of hot rolling of 20- 32mm join and construct live.1.3 cone thread connectingUsing cone thread to bear pulled, pressed both effort and self-locking nature, undergo good principles will be reinforced by linking into cone-processing thread at the moment the value of integration into the joints connecting steel bars.Characteristic: Simple , all right preparatory cut of the craft , connecting fast, concentricity is good, have pattern person who restrain from advantage reinforcing bar carbon content.Applicable scope : Suitable for the concrete structure of the industry , civil building and general structures, reinforcing bar diameter is for Фfor the the 16- 40mm one Ⅱ , Ⅲ grade verticality, it is the oblique to or reinforcing bars horizontal join construct live.conclusionsThese are now commonly used to connect steel synthesis methods, which links technology in the United States, Britain, Japan and other countries are widely used. There are different ways to connect their different characteristics and scope of the actual construction of production depending on the specific project choose a suitable method of connecting to achieve both energy conservation and saving time limit for a project ends.钢筋混凝土结构中钢筋连接综述改革开放以来,随着国民经济的快速、持久发展,各种钢筋混凝土建筑结构大量建造,钢筋连接技术得到很大的发展。

建筑 外文翻译 外文文献 英文文献 中英对照 国际建设工程风险分析

建筑 外文翻译 外文文献 英文文献 中英对照 国际建设工程风险分析

Risk Analysis of the International Construction ProjectBy: Paul Stanford KupakuwanaCost Engineering Vol. 51/No. 9 September 2009ABSTRACTThis analysis used a case study methodology to analyse the issues surrounding the partial collapse of the roof of a building housing the headquarters of the Standards Association of Zimbabwe (SAZ). In particular, it examined the prior roles played by the team of construction professionals. The analysis revealed that the SAZ‟s traditional construction project was gener ally characterized by high risk. There was a clear indication of the failure of a contractor and architects in preventing and/or mitigating potential construction problems as alleged by the plaintiff. It was reasonable to conclude that between them the defects should have been detected earlier and rectified in good time before the partial roof failure. It appeared justified for the plaintiff to have brought a negligence claim against both the contractor and the architects. The risk analysis facilitated, through its multi-dimensional approach to a critical examination of a construction problem, the identification of an effective risk management strategy for future construction projects. It further served to emphasize the point that clients are becoming more demanding, more discerning, and less willing to accept risk without recompense. Clients do not want surprise, and are more likely to engage in litigation when things go wrong.KEY WORDS:Arbitration, claims, construction, contracts, litigation, project and risk The structural design of the reinforced concrete elements was done by consulting engineers Knight Piesold (KP). Quantity surveying services were provided by Hawkins, Leshnick & Bath (HLB). The contract was awarded to Central African Building Corporation (CABCO) who was also responsible for the provision of a specialist roof structure using patented “gang nail” roof trusses. The building construction proceeded to completion and was handed over to the ownerson Sept. 12, 1991. The SAZ took effective occupation of the headquarters building without a certificate of occupation. Also, the defects liability period was only three months .The roof structure was in place 10 years before partial failure in December 1999. The building insurance coverage did not cover enough, the City of Harare, a government municipality, issued the certificate of occupation 10 years after occupation, and after partial collapse of the roof .At first the SAZ decided to go to arbitration, but this failed to yield an immediate solution. The SAZ then decided to proceed to litigate in court and to bring a negligence claim against CABCO. The preparation for arbitration was reused for litigation. The SAZ‟s quantified losses stood at approximately $ 6 million in Zimbabwe dollars (US $1.2m) .After all parties had examined the facts and evidence before them, it became clear that there was a great probability that the courts might rule that both the architects and the contractor were liable. It was at this stage that the defendants‟ lawyers req uested that the matter be settled out of court. The plaintiff agreed to this suggestion, with the terms of the settlement kept confidential .The aim of this critical analysis was to analyse the issues surrounding the partial collapse of the roof of the building housing the HQ of Standard Association of Zimbabwe. It examined the prior roles played by the project management function and construction professionals in preventing/mitigating potential construction problems. It further assessed the extent to which the employer/client and parties to a construction contract are able to recover damages under that contract. The main objective of this critical analysis was to identify an effective risk management strategy for future construction projects. The importance of this study is its multidimensional examination approach.Experience suggests that participants in a project are well able to identify risks based on their own experience. The adoption of a risk management approach, based solely in pastexperience and dependant on judgement, may work reasonably well in a stable low risk environment. It is unlikely to be effective where there is a change. This is because change requires the extrapolation of past experience, which could be misleading. All construction projects are prototypes to some extent and imply change. Change in the construction industry itself suggests that past experience is unlikely to be sufficient on its own. A structured approach is required. Such a structure can not and must not replace the experience and expertise of the participant. Rather, it brings additional benefits that assist to clarify objectives, identify the nature of the uncertainties, introduces effective communication systems, improves decision-making, introduces effective risk control measures, protects the project objectives and provides knowledge of the risk history .Construction professionals need to know how to balance the contingencies of risk with their specific contractual, financial, operational and organizational requirements. Many construction professionals look at risks in dividually with a myopic lens and do not realize the potential impact that other associated risks may have on their business operations. Using a holistic risk management approach will enable a firm to identify all of the organization‟s business risks. This will increase the probability of risk mitigation, with the ultimate goal of total risk elimination .Recommended key construction and risk management strategies for future construction projects have been considered and their explanation follows. J.W. Hinchey stated that there is and can be no …best practice‟ standard for risk allocation on a high-profile project or for that matter, any project. He said, instead, successful risk management is a mind-set and a process. According to Hinchey, the ideal mind-set is for the parties and their representatives to, first, be intentional about identifying project risks and then to proceed to develop a systematic and comprehensive process for avoiding, mitigating, managing and finally allocating, by contract, those risks inoptimum ways for the particular project. This process is said to necessarily begin as a science and ends as an art .According to D. Atkinson, whether contractor, consultant or promoter, the right team needs to be assembled with the relevant multi-disciplinary experience of that particular type of project and its location. This is said to be necessary not only to allow alternative responses to be explored. But also to ensure that the right questions are asked and the major risks identified. Heads of sources of risk are said to be a convenient way of providing a structure for identifying risks to completion of a participant‟s part of the project. Effective risk management is said to require a multi-disciplinary approach. Inevitably risk management requires examination of engineering, legal and insurance related solutions .It is stated that the use of analytical techniques based on a statistical approach could be of enormous use in decision making . Many of these techniques are said to be relevant to estimation of the consequences of risk events, and not how allocation of risk is to be achieved. In addition, at the present stage of the development of risk management, Atkinson states that it must be recognized that major decisions will be made that can not be based solely on mathematical analysis. The complexity of construction projects means that the project definition in terms of both physical form and organizational structure will be based on consideration of only a relatively small number of risks . This is said to then allow a general structured approach that can be applied to any construction project to increase the awareness of participants .The new, simplified Construction Design and Management Regulations(CDM Regulations) which came in to force in the UK in April 2007, revised and brought together the existing CDM 1994 and the Construction Health Safety and Welfare(CHSW) Regulations 1996, into a single regulatory package.The new CDM regulations offer an opportunity for a step change in health and safety performance and are used to reemphasize the health, safety and broader business benefits of a well-managed and co-ordinated approach to the management of health and safety in construction.I believe that the development of these skills is imperative to provide the client with the most effective services available, delivering the best value project possible.Construction Management at Risk (CM at Risk), similar to established private sector methods of construction contracting, is gaining popularity in the public sector. It is a process that allows a client to select a construction manager (CM) based on qualifications; make the CM a member of a collaborative project team; centralize responsibility for construction under a single contract; obtain a bonded guaranteed maximum price; produce a more manageable, predictable project; save time and money; and reduce risk for the client, the architect and the CM.CM at Risk, a more professional approach to construction, is taking its place along with design-build, bridging and the more traditional process of design-bid-build as an established method of project delivery.The AE can review the CM‟s approach to the work, making helpful recommendations. The CM is allowed to take bids or proposals from subcontractors during completion of contract documents, prior to the guaranteed maximum price (GMP), which reduces the CM‟s risk and provides useful input to design. The procedure is more methodical, manageable, predictable and less risky for all.The procurement of construction is also more business-like. Each trade contractor has a fair shot at being the low bidder without fear of bid shopping. Each must deliver the best to get the projec. Competition in the community is more equitable: all subcontractors have a fair shot at the work .A contingency within the GMP covers unexpected but justifiable costs, and a contingency above the GMP allows for client changes. As long as the subcontractors are within the GMP they are reimbursed to the CM, so the CM represents the client in negotiating inevitable changes with subcontractors.There can be similar problems where each party in a project is separately insured. For this reason a move towards project insurance is recommended. The traditional approach reinforces adversarial attitudes, and even provides incentives for people to overlook or conceal risks in an attempt to avoid or transfer responsibility.A contingency within the GMP covers unexpected but justifiable costs, and a contingency above the GMP allows for client changes. As long as the subcontractors are within the GMP they are reimbursed to the CM, so the CM represents the client in negotiating inevitable changes with subcontractors.There can be similar problems where each party in a project is separately insured. For this reason a move towards project insurance is recommended. The traditional approach reinforces adversarial attitudes, and even provides incentives for people to overlook or conceal risks in an attempt to avoid or transfer responsibility.It was reasonable to assume that between them the defects should have been detected earlier and rectified in good time before the partial roof failure. It did appear justified for the plaintiff to have brought a negligence claim against both the contractor and the architects.In many projects clients do not understand the importance of their role in facilitating cooperation and coordination; the design is prepared without discussion between designers, manufacturers, suppliers and contractors. This means that the designer can not take advantage of suppliers‟ or contractors‟ knowledge of build ability or maintenance requirements and the impact these have on sustainability, the total cost of ownership or health and safety .This risk analysis was able to facilitate, through its multi-dimensional approach to a critical examination of a construction problem, the identification of an effective risk management strategy for future construction projects. This work also served to emphasize the point that clients are becoming more demanding, more discerning, and less willing to accept risk without recompense. They do not want surprises, and are more likely to engage in litigation when things go wrong.中文译文:国际建设工程风险分析保罗斯坦福库帕库娃娜工程造价卷第五十一期2009年9月9日摘要此次分析用实例研究方法分析津巴布韦标准协会总部(SAZ)的屋顶部分坍塌的问题。

高层建筑中英文对照外文翻译文献

高层建筑中英文对照外文翻译文献

高层建筑中英文对照外文翻译文献中英文对照外文翻译文献英文原文Components of A Building and Tall Buildings1. AbstractMaterials and structural forms are combined to make up the various parts of a building, including the load-carrying frame, skin, floors, and partitions. The building also has mechanical and electrical systems, such as elevators, heating and cooling systems, and lighting systems. The superstructure is that part of a building above ground, and the substructure and foundation is that part of a building below ground.The skyscraper owes its existence to two developments of the 19th century: steel skeleton construction and the passenger elevator. Steel as a construction material dates from the introduction of the Bessemer converter in 1885.Gustave Eiffel (1832-1932) introduced steel construction in France. His designs for the Galerie des Machines and the Tower for the Paris Exposition of 1889 expressed the lightness of the steel framework. The Eiffel Tower, 984 feet (300 meters) high, was the tallest structure built by man and was not surpassed until 40 years later by a series of American skyscrapers.Elisha Otis installed the first elevator in a department store in New York in 1857.In 1889, Eiffel installed the first elevators on a grand scale in the Eiffel Tower, whose hydraulic elevators could transport 2,350 passengers to the summit every hour.2. Load-Carrying FrameUntil the late 19th century, the exterior walls of a building were used as bearing walls to support the floors. Thisconstruction is essentially a post and lintel type, and it is still used in frame construction for houses. Bearing-wall construction limited the height of building because of the enormous wall thickness required;for instance, the 16-story Monadnock Buildi ng built in the 1880’s in Chicago had walls 5 feet (1.5 meters) thick at the lower floors. In 1883, William Le Baron Jenney (1832-1907) supported floors on cast-iron columns to form a cage-like construction. Skeleton construction, consisting of steel beams and columns, was first used in 1889. As a consequence of skeleton construction, the enclosing walls become a “curtain wall” rather than serving a supporting function. Masonry was the curtain wall material until the 1930’s, when light metal and glass curta in walls were used. After the introduction of buildings continued to increase rapidly.All tall buildings were built with a skeleton of steel until World War Ⅱ. After thewar, the shortage of steel and the improved quality of concrete led to tall building being built of reinforced concrete. Marina Tower (1962) in Chicago is the tallest concrete building in the United States;its height—588 feet (179 meters)—is exceeded by the 650-foot (198-meter) Post Office Tower in London and by other towers.A change in attitude about skyscraper construction has brought a return to the use of the bearing wall. In New York City, the Columbia Broadcasting System Building, designed by Eero Saarinen in 1962,has a perimeter wall consisting of 5-foot (1.5meter) wide concrete columns spaced 10 feet (3 meters) from column center to center. This perimeter wall, in effect, constitutes a bearing wall. One reason for this trend is that stiffness against the action of wind can be economically obtained by using thewalls of the building as a tube;the World Trade Center building is another example of this tube approach. In contrast, rigid frames or vertical trusses are usually provided to give lateral stability.3. SkinThe skin of a building consists of both transparent elements (windows) and opaque elements (walls). Windows are traditionally glass, although plastics are being used, especially in schools where breakage creates a maintenance problem. The wall elements, which are used to cover the structure and are supported by it, are built of a variety of materials: brick, precast concrete, stone, opaque glass, plastics, steel, and aluminum. Wood is used mainly in house construction;it is not generally used for commercial, industrial, or public building because of the fire hazard.4. FloorsThe construction of the floors in a building depends on the basic structural frame that is used. In steel skeleton construction, floors are either slabs of concrete resting on steel beams or a deck consisting of corrugated steel with a concrete topping. In concrete construction, the floors are either slabs of concrete on concrete beams or a series of closely spaced concrete beams (ribs) in two directions topped with a thin concrete slab, giving the appearance of a waffle on its underside. The kind of floor that is used depends on the span between supporting columns or walls and the function of the space. In an apartment building, for instance, where walls and columns are spaced at 12 to 18 feet (3.7 to 5.5 meters), the most popular construction is a solid concrete slab with no beams. The underside of the slab serves as the ceiling for the space below it. Corrugated steel decks areoften used in office buildings because the corrugations, when enclosed by another sheet of metal, form ducts for telephone and electrical lines.5. Mechanical and Electrical SystemsA modern building not only contains the space for which it is intended (office, classroom, apartment) but also contains ancillary space for mechanical and electrical systems that help to provide a comfortable environment. These ancillary spaces in a skyscraper office building may constitute 25% of the total building area. The importance of heating, ventilating, electrical, and plumbing systems in an office building is shown by the fact that 40% of the construction budget is allocated to them. Because of the increased use of sealed building with windows that cannot be opened, elaborate mechanical systems are provided for ventilation and air conditioning. Ducts and pipes carry fresh air from central fan rooms and air conditioning machinery. The ceiling, which is suspended below the upper floor construction, conceals the ductwork and contains the lighting units. Electrical wiring for power and for telephone communication may also be located in this ceiling space or may be buried in the floor construction in pipes or conduits.There have been attempts to incorporate the mechanical and electrical systems into the architecture of building by frankly expressing them;for example, the American Republic Insurance Company Building(1965) in Des Moines, Iowa, exposes both the ducts and the floor structure in an organized and elegant pattern and dispenses with the suspended ceiling. This type of approach makes it possible to reduce the cost of the building and permits innovations, such as in the span of the structure.6. Soils and FoundationsAll building are supported on the ground, and therefore the nature of the soil becomes an extremely important consideration in the design of any building. The design of a foundation dependson many soil factors, such as type of soil, soil stratification, thickness of soil lavers and their compaction, and groundwater conditions. Soils rarely have a single composition;they generally are mixtures in layers of varying thickness. For evaluation, soils are graded according to particle size, which increases from silt to clay to sand to gravel to rock. In general, the larger particle soils will support heavier loads than the smaller ones. The hardest rock can support loads up to 100 tons per square foot(976.5 metric tons/sq meter), but the softest silt can support a load of only 0.25 ton per square foot(2.44 metric tons/sq meter). All soils beneath the surface are in a state of compaction;that is, they are under a pressure that is equal to the weight of the soil column above it. Many soils (except for most sands and gavels) exhibit elastic properties—they deform when compressed under load and rebound when the load is removed. The elasticity of soils is often time-dependent, that is, deformations of the soil occur over a length of time which may vary from minutes to years after a load is imposed. Over a period of time, a building may settle if it imposes a load on the soil greater than the natural compaction weight of the soil. Conversely, a building may heave if it imposes loads on the soil smaller than the natural compaction weight. The soil may also flow under the weight of a building;that is, it tends to be squeezed out.Due to both the compaction and flow effects, buildings tend settle. Uneven settlements, exemplified by the leaning towers in Pisa and Bologna, can have damaging effects—the building maylean, walls and partitions may crack, windows and doors may become inoperative, and, in the extreme, a building may collapse. Uniform settlements are not so serious, although extreme conditions, such as those in Mexico City, can have serious consequences. Over the past 100 years, a change in the groundwater level there has caused some buildings to settle more than 10 feet (3 meters). Because such movements can occur during and after construction, careful analysis of the behavior of soils under a building is vital.The great variability of soils has led to a variety of solutions to the foundation problem. Wherefirm soil exists close to the surface, the simplest solution is to rest columns on a small slab of concrete(spread footing). Where the soil is softer, it is necessary to spread the column load over a greater area;in this case, a continuous slab of concrete(raft or mat) under the whole building is used. In cases where the soil near the surface is unable to support the weight of the building, piles of wood, steel, or concrete are driven down to firm soil.The construction of a building proceeds naturally from the foundation up to the superstructure. The design process, however, proceeds from the roof down to the foundation (in the direction of gravity). In the past, the foundation was not subject to systematic investigation. A scientific approach to the design of foundations has been developed in the 20th century. Karl Terzaghi of the United States pioneered studies that made it possible to make accurate predictions of the behavior of foundations, using the science of soil mechanics coupled with exploration and testing procedures. Foundation failures of the past, such as the classical example of the leaning tower in Pisa,have become almost nonexistent. Foundations still are a hidden but costly part of many buildings.The early development of high-rise buildings began with structural steel framing. Reinforced concrete and stressed-skin tube systems have since been economically and competitively used in a number of structures for both residential and commercial purposes. The high-rise buildings ranging from 50 to 110 stories that are being built all over the United States are the result of innovations and development of new structural systems.Greater height entails increased column and beam sizes to make buildings more rigid so that under wind load they will not sway beyond an acceptable limit. Excessive lateral sway may causeserious recurring damage to partitions, ceilings, and other architectural details. In addition, excessive sway may cause discomfort to the occupants of the building because of their perception of such motion. Structural systems of reinforced concrete, as well as steel, take full advantage of the inherent potential stiffness of the total building and therefore do not require additional stiffening to limit the sway.中文译文建筑及高层建筑的组成1 摘要材料和结构类型是构成建筑物各方面的组成部分,这些部分包括承重结构、围护结构、楼地面和隔墙。

高层建筑设计中英文对照外文翻译文献

高层建筑设计中英文对照外文翻译文献

中英文对照外文翻译文献(文档含英文原文和中文翻译)Structural Systems to resist lateral loadsmonly Used structural SystemsWith loads measured in tens of thousands kips, there is little room in the design of high-rise buildings for excessively complex thoughts. Indeed, the better high-rise buildings carry the universal traits of simplicity of thought and clarity of expression.It does not follow that there is no room for grand thoughts. Indeed, it is with such grand thoughts that the new family of high-rise buildings has evolved. Perhaps more important, the new concepts of but a few years ago have become commonplace in today’ s technology.Omitting some concepts that are related strictly to the materials of construction, the most commonly used structural systems used in high-rise buildings can be categorized as follows:1.Moment-resisting frames.2.Braced frames, including eccentrically braced frames.3.Shear walls, including steel plate shear walls.4.Tube-in-tube structures.5.Tube-in-tube structures.6.Core-interactive structures.7.Cellular or bundled-tube systems.Particularly with the recent trend toward more complex forms, but in response also to the need for increased stiffness to resist the forces from wind and earthquake, most high-rise buildings have structural systems built up of combinations of frames, braced bents, shear walls, and related systems. Further, for the taller buildings, the majorities are composed of interactive elements in three-dimensional arrays.The method of combining these elements is the very essence of the design process for high-rise buildings. These combinations need evolve in response to environmental, functional, and cost considerations so as to provide efficient structures that provoke the architectural development to new heights. This is not to say that imaginative structural design can create great architecture. To the contrary, many examples of fine architecture have been created with only moderate support from the structural engineer, while only fine structure, not great architecture, can be developed without the genius and the leadership of a talented architect. In any event, the best of both is needed to formulate a truly extraordinary design of a high-rise building.While comprehensive discussions of these seven systems are generally available in the literature, further discussion is warranted here .The essence of the design process is distributed throughout the discussion.2.Moment-Resisting FramesPerhaps the most commonly used system in low-to medium-rise buildings, the moment-resisting frame, is characterized by linear horizontal and vertical members connected essentially rigidly at their joints. Such frames are used as a stand-alone system or in combination with other systems so as to provide the needed resistance to horizontal loads. In the taller of high-rise buildings, the system is likely to be found inappropriate for a stand-alone system, this because of the difficulty in mobilizing sufficient stiffness under lateral forces.Analysis can be accomplished by STRESS, STRUDL, or a host of other appropriatecomputer programs; analysis by the so-called portal method of the cantilever method has no place in today’s technology.Because of the intrinsic flexibility of the column/girder intersection, and because preliminary designs should aim to highlight weaknesses of systems, it is not unusual to use center-to-center dimensions for the frame in the preliminary analysis. Of course, in the latter phases of design, a realistic appraisal in-joint deformation is essential.3.Braced FramesThe braced frame, intrinsically stiffer than the moment –resisting frame, finds also greater application to higher-rise buildings. The system is characterized by linear horizontal, vertical, and diagonal members, connected simply or rigidly at their joints. It is used commonly in conjunction with other systems for taller buildings and as a stand-alone system in low-to medium-rise buildings.While the use of structural steel in braced frames is common, concrete frames are more likely to be of the larger-scale variety.Of special interest in areas of high seismicity is the use of the eccentric braced frame.Again, analysis can be by STRESS, STRUDL, or any one of a series of two –or three dimensional analysis computer programs. And again, center-to-center dimensions are used commonly in the preliminary analysis.4.Shear wallsThe shear wall is yet another step forward along a progression of ever-stiffer structural systems. The system is characterized by relatively thin, generally (but not always) concrete elements that provide both structural strength and separation between building functions.In high-rise buildings, shear wall systems tend to have a relatively high aspect ratio, that is, their height tends to be large compared to their width. Lacking tension in the foundation system, any structural element is limited in its ability to resist overturning moment by the width of the system and by the gravity load supported by the element. Limited to a narrow overturning, One obvious use of the system, which does have the needed width, is in the exterior walls of building, where the requirement for windows is kept small.Structural steel shear walls, generally stiffened against buckling by a concrete overlay, have found application where shear loads are high. The system, intrinsically more economicalthan steel bracing, is particularly effective in carrying shear loads down through the taller floors in the areas immediately above grade. The sys tem has the further advantage of having high ductility a feature of particular importance in areas of high seismicity.The analysis of shear wall systems is made complex because of the inevitable presence of large openings through these walls. Preliminary analysis can be by truss-analogy, by the finite element method, or by making use of a proprietary computer program designed to consider the interaction, or coupling, of shear walls.5.Framed or Braced TubesThe concept of the framed or braced or braced tube erupted into the technology with the IBM Building in Pittsburgh, but was followed immediately with the twin 110-story towers of the World Trade Center, New York and a number of other buildings .The system is characterized by three –dimensional frames, braced frames, or shear walls, forming a closed surface more or less cylindrical in nature, but of nearly any plan configuration. Because those columns that resist lateral forces are placed as far as possible from the cancroids of the system, the overall moment of inertia is increased and stiffness is very high.The analysis of tubular structures is done using three-dimensional concepts, or by two- dimensional analogy, where possible, whichever method is used, it must be capable of accounting for the effects of shear lag.The presence of shear lag, detected first in aircraft structures, is a serious limitation in the stiffness of framed tubes. The concept has limited recent applications of framed tubes to the shear of 60 stories. Designers have developed various techniques for reducing the effects of shear lag, most noticeably the use of belt trusses. This system finds application in buildings perhaps 40stories and higher. However, except for possible aesthetic considerations, belt trusses interfere with nearly every building function associated with the outside wall; the trusses are placed often at mechanical floors, mush to the disapproval of the designers of the mechanical systems. Nevertheless, as a cost-effective structural system, the belt truss works well and will likely find continued approval from designers. Numerous studies have sought to optimize the location of these trusses, with the optimum location very dependent on the number of trusses provided. Experience would indicate, however, that the location of these trusses is provided by the optimization of mechanical systems and by aesthetic considerations,as the economics of the structural system is not highly sensitive to belt truss location.6.Tube-in-Tube StructuresThe tubular framing system mobilizes every column in the exterior wall in resisting over-turning and shearing forces. The term‘tube-in-tube’is largely self-explanatory in that a second ring of columns, the ring surrounding the central service core of the building, is used as an inner framed or braced tube. The purpose of the second tube is to increase resistance to over turning and to increase lateral stiffness. The tubes need not be of the same character; that is, one tube could be framed, while the other could be braced.In considering this system, is important to understand clearly the difference between the shear and the flexural components of deflection, the terms being taken from beam analogy. In a framed tube, the shear component of deflection is associated with the bending deformation of columns and girders (i.e, the webs of the framed tube) while the flexural component is associated with the axial shortening and lengthening of columns (i.e, the flanges of the framed tube). In a braced tube, the shear component of deflection is associated with the axial deformation of diagonals while the flexural component of deflection is associated with the axial shortening and lengthening of columns.Following beam analogy, if plane surfaces remain plane (i.e, the floor slabs),then axial stresses in the columns of the outer tube, being farther form the neutral axis, will be substantially larger than the axial stresses in the inner tube. However, in the tube-in-tube design, when optimized, the axial stresses in the inner ring of columns may be as high, or even higher, than the axial stresses in the outer ring. This seeming anomaly is associated with differences in the shearing component of stiffness between the two systems. This is easiest to under-stand where the inner tube is conceived as a braced (i.e, shear-stiff) tube while the outer tube is conceived as a framed (i.e, shear-flexible) tube.7.Core Interactive StructuresCore interactive structures are a special case of a tube-in-tube wherein the two tubes are coupled together with some form of three-dimensional space frame. Indeed, the system is used often wherein the shear stiffness of the outer tube is zero. The United States Steel Building, Pittsburgh, illustrates the system very well. Here, the inner tube is a braced frame, the outer tube has no shear stiffness, and the two systems are coupled if they were considered as systemspassing in a straight line from the “hat” structure. Note that the exterior columns would be improperly modeled if they were considered as systems passing in a straight line from the “hat” to the foundations; these columns are perhaps 15% stiffer as they follow the elastic curve of the braced core. Note also that the axial forces associated with the lateral forces in the inner columns change from tension to compression over the height of the tube, with the inflection point at about 5/8 of the height of the tube. The outer columns, of course, carry the same axial force under lateral load for the full height of the columns because the columns because the shear stiffness of the system is close to zero.The space structures of outrigger girders or trusses, that connect the inner tube to the outer tube, are located often at several levels in the building. The AT&T headquarters is an example of an astonishing array of interactive elements:1.The structural system is 94 ft (28.6m) wide, 196ft(59.7m) long, and 601ft (183.3m)high.2.Two inner tubes are provided, each 31ft(9.4m) by 40 ft (12.2m), centered 90 ft (27.4m)apart in the long direction of the building.3.The inner tubes are braced in the short direction, but with zero shear stiffness in the longdirection.4. A single outer tube is supplied, which encircles the building perimeter.5.The outer tube is a moment-resisting frame, but with zero shear stiffness for thecenter50ft (15.2m) of each of the long sides.6. A space-truss hat structure is provided at the top of the building.7. A similar space truss is located near the bottom of the building8.The entire assembly is laterally supported at the base on twin steel-plate tubes, becausethe shear stiffness of the outer tube goes to zero at the base of the building.8.Cellular structuresA classic example of a cellular structure is the Sears Tower, Chicago, a bundled tube structure of nine separate tubes. While the Sears Tower contains nine nearly identical tubes, the basic structural system has special application for buildings of irregular shape, as the several tubes need not be similar in plan shape, It is not uncommon that some of the individual tubes one of the strengths and one of the weaknesses of the system.This special weakness of this system, particularly in framed tubes, has to do with the concept of differential column shortening. The shortening of a column under load is given by the expression△=ΣfL/EFor buildings of 12 ft (3.66m) floor-to-floor distances and an average compressive stress of 15 ksi (138MPa), the shortening of a column under load is 15 (12)(12)/29,000 or 0.074in (1.9mm) per story. At 50 stories, the column will have shortened to 3.7 in. (94mm) less than its unstressed length. Where one cell of a bundled tube system is, say, 50stories high and an adjacent cell is, say, 100stories high, those columns near the boundary between .the two systems need to have this differential deflection reconciled.Major structural work has been found to be needed at such locations. In at least one building, the Rialto Project, Melbourne, the structural engineer found it necessary to vertically pre-stress the lower height columns so as to reconcile the differential deflections of columns in close proximity with the post-tensioning of the shorter column simulating the weight to be added on to adjacent, higher columns.抗侧向荷载的结构体系1.常用的结构体系若已测出荷载量达数千万磅重,那么在高层建筑设计中就没有多少可以进行极其复杂的构思余地了。

建筑抗震设计中英文对照外文翻译文献

建筑抗震设计中英文对照外文翻译文献

中英文对照外文翻译The frame structure anti- earthquake concept design The disaster has an earthquake dashing forward sending out nature, may forecast nature very low so far, bring about loss for human society is that the natural disaster of all kinds is hit by one of the gravest disaster gravely. In the light of now available our country science level and economy condition, correct the target building seismic resistance having brought forward "three standards " fortification, be that generally, the what be spoken "small earthquake shocks does not but constructs in the dirty trick, big earthquakes do not fall ". That generally, what be talked small shocks in the earthquake, big earthquakes refer to respectively is intensity exceed probability in 50 fortifying for 3%'s 63% , 10% , 2 ~ being more is caught in an earthquake, earthquake , rare Yu earthquake.Since building the astigmatic design complexity, in actual project, anti-knock conceptual design appears especially important right away. It includes the following content mainly: Architectural design should pay attention to the architectural systematic ness; Choose rational building structure system; the tensile resisting inclining force structure and the component is designed.That the ability designs law is the main content that the structure denasality designs includes standard our country internal force adjustment and structure two aspect. It is twenty centuries seventies later stage , reinforced concrete structure brought forward by famous New Zealand scholar T.Paulay and Park has sufficient tonsillitis method under the force designing an earthquake chooses value is prejudiced low situationW.hose core thought is: "The beam cuts organization " or "the beam column cuts organization " by the fact that "the strong weak post beam " guidesstructure to take form; Avoid structure by "strong weak scissors turn " before reach estimate that shearing happened in the denasality in the ability front destroy; Turn an ability and consume an ability by the fact that necessary structure measure makes the location may form the plasticity hinge have the necessary plasticity. Make structure have the necessary tonsillitis from all above three aspect guarantee. That framed structure is the common structure form, whose senility certainly designs that, is to embody from about this three aspect also mainly.1, Strong pillar weak beamDriving force reaction analysis indicates structure; architectural deformability is connected with to destroying mechanism. Common have three kinds model’s c onsume energy organization ", beam hinge organization ““, post hinge organization ““, beam column hinge organization "."Beam hinge organization " and "beam column hinge organization " Lang Xian knuckle under , may let the entire frame have distribution and energy consumption heavierthan big internal forces ability, limit tier displacement is big , plasticity hinge quantity is many , the hinge does not lose efficacy but the structure entirety does not lose efficacy because of individual plasticity. The as a result anti-knock function is easy to be that the armored concrete is ideal consume energy organization. Being that our country norm adopts allows a pillar , the shearing force wall puts up the hinge beam column hinge scheme, taking place adopting "strong relative weak post beam " measure , postponing a pillar cuts time. Weak tier of post hinge organization possibility appear on unable complete trouble shooting but , require that the axis pressure restricting a pillar compares as a result, architectural weakness prevents necessary time from appearing tier by the fact that Cheng analysis law judges now and then, post hinge organization.Are that V. I. P. is to enhance the pillar bending resistance , guidance holds in the beam appear first, the plasticity cuts our "strong common weak post beam " adjustment measure. Before plasticity hinge appearing on structure, structure component Yin La District concrete dehiscence and pressure area concrete mistake elasticity character, every component stiffness reduces a reinforced bar will do with the cementation degeneration between the concrete. That stiffness reduces a beam isrelatively graver than accepting the pillar pressing on , structure enhances from initial shearing type deformation to curved scissors shape deformation transition , curved post inner regulation proportion really more curved than beam; The at the same time architectural period is lengthened, size affecting the participation modulus shaking a type respectively to structure's; Change happened in the earthquake force modulus , lead to the part pillar bend regulation enhancing, feasible beam reality knuckles under intensity rise , the post inner bends regulation when plasticity hinge appearing on thereby feasible beam enhancing since structure cause and the people who designs the middle reinforced bar's are to enhance.. And after plasticity hinge appearing on structure, same existence having above-mentioned cause, structure knuckles under mistake elasticity in the day after tomorrow process being that process , post that the earthquake enhances strenuously further bend regulation enhancing with earthquake force but enhance. The force arouses an earthquake overturn force moment having changed the actual post inner axis force. We knuckle under the ability lessening than axis pressure in standardizing being limited to be able to ensure that the pillar also can lead to a pillar in big the bias voltage range inner , axis force diminution like value. The anti-knock norm is stipulated: Except that the frame top storey and post axis pressure are compared to the strut beam and frame pillar being smaller than 0.15 person and frame, post holds curved regulation designing that value should accord with difference being,that first order takes 1.4 , the two stage takes 1.2 , grade-three takes 1.1. 9 degree and one step of framed structure stillresponds to coincidence, ,intensity standard value ascertains that according to matching reinforced bar area and material really. The bottom post axis is strenuously big, the ability that the plasticity rotates dispatches, be that pressure collapses after avoiding a foot stall producing a hinge, one, two, three steps of framed structure bottom, post holds cross section constituting curved regulation designing that value takes advantage of that 1.5, 1.25 compose in reply 1.15 in order to enhancing a modulus respectively. Combination of the corner post adjustment queen bends regulation still should take advantage of that not to be smallerthan 1.10's modular. Curved regulation designs that value carries out adjustment to one-level anti-knock grade shearing force wall limb cross section combination , force the plasticity hinge to appear to reinforce location in the wall limb bottom, the bottom reinforces location and all above layer of curved regulation designing that value takes wall limb bottom cross section constituting curved regulation designing value , other location multiplies 1.2's by to enhance a modulus. Prop up anti-knock wall structure to part frame, bottom-end , whose curved combination regulation design value respond to one, two steps of frame pillars post upper end and bottom post take advantage of that 1.5 composes in reply 1.25 in order to enhancing a modulus respectively. All above "strong weak post beam” adjustment measure, reaction analysis indicates , big satisfied fundamental earthquakes demand no upside down course nonlinearity driving force. Reinforced bar spending area, the beam in 7 is controlled from gravity load, the post reinforced ba r matches’ tendon rates basically from the minimum under the control of. Have enhanced post Liana Xiang all round resisting the curved ability. At the same time, 7 degree of area exactly curved regulation plasticity hinge appears on disaster very much, plays arrive at advantageous role to fighting against big earthquakes. In 9 degree of area, adopt reality to match reinforced bar area and material bending regulation within intensity standard value calculation post, structural beam reinforced bar enhancing same lead to enhancing bending regulation within post designing value, under importing in many waves, the beam holds the plasticity hinge rotating developing greatly, more sufficient, post holds the plasticity hinge developing insufficiency, rotate less. Design demand with the beam. Reaction and 9 degree are about the same to 8 degree of area , whose big earthquake displacement , that post holds the plasticity hinge is bigger than rotating 9 degree much but, the beam holds the plasticity hinge appearing sufficient but rotate small, as a result "strong weak post beam " effect is not obvious , curved regulation enhances a modulus ought to take 1.35 , this waits for improving and perfecting going a step further when the grade suggesting that 8 degree of two stage is anti-knock in connection with the expert.2, Strong shear weak curved"Strong weak scissors turn” is that the plasticity cuts cross section for guarantee on reach anticipate that shearing happened in the mistake elastic-deformation prior to destroy. As far as common structure be concerned, main behaviors holds in the beam, post holds, the shearing force wall bottom reinforces area , shearing force wall entrance to a cave company beam tools , beam column node core area. Show mainly with being not that seismic resistance is compared with each other, strengthening measure in improving the effect shearing force; Aspect adjusting a shear bearing the weight of two forces.1)effect shearing forceOne, two, three-level frame beam and anti-knock wall middle stride over high ratio greater than 2.5 company beam, shearing force design value among them, first order choose 1.3, two stage choose 1.2, three-level choose 1.1, first order framed structure and 9 Due Shan respond to coincidence. Coincidence one, two, three steps of frame post and frame pillar , shearing force being designed being worth taking 1.4 among them, one step , taking 1.2, three steps of take 1.1 , one-level framed structure and 9 Due Shank two steps responding to. One, two, three steps of anti-knock walls bottom reinforces location the shearing force designs that value is among them, first order takes 1.6 , the two stage takes 1.4 , grade-three takes 1.2, 9 Dud Shank respond to coincidence. The node core area seismic resistance the beam column node , one, two steps of anti-knock grades are carried out is born the weight of force checking calculation by the scissors , should accord with anti-knock structure measure about 3 step, correct 9 degree of fortify and one-level anti-knock grade framed structure, think to the beam end the plasticity hinge already appears , the node shearing force holds reality completely from the beam knuckling under curved regulation decision , hold reality according to the beam matching reinforced bar covering an area of the growing modulus that intensity standard value calculation,takes advantage of that at the same time with 1.15 with material. Other first order holds curved regulation according to the beamdesigning that value secretly schemes against , the shearing force enhances a modulus being 1.35 , the two stage is 1.2.2) Shear formulaThe continuous beam of armored concrete and the cantilever beam are born the weight of at home and abroad under low repeated cycle load effect by the scissors the force experiment indicates the main cause pooling efforts and reducing even if tendon dowel force lessening is that the beam is born the weight of a force by the scissors, concrete scissors pressure area lessening shearing an intensity, tilted rift room aggregate bite. Scissors bear the weight of a norm to the concrete accepting descending strenuously being 60% be not anti-knock, the reinforced bar item does not reduce. By the same token, the experiment indicates to insisting to intimidate post with that the force is born the weight of by the scissors, loading makes post the force be born the weight of by the scissors reducing 10% ~ again and again 30%, the item arouses , adopts practice identical with the beam mainly from the concrete. The experiment is indicated to shearing force wall, whose repeated loading breaks the subtraction modulus up than monotony increases be loaded with force lessening is born the weight of by the scissors 15% ~ 20%, adopts to be not that seismic resistance is born the weight of by the scissors energy times 0.8's. Two parts accept the pressure pole strenuously tilted from the concrete is born the weight of by the scissors and horizontal stirrup of beam column node seismic resistance cutting the expert who bears the weight of force composition , is connected with have given a relevance out formula.Tilted for preventing the beam , post , company beam , shearing force wall , node from happening pressure is destroyed, we have stipulated upper limits force upper limit to be born the weight of by the scissors , have stipulated to match hoop rate’s namely to accepting scissors cross section.Reaction analysis indicates strong weak curved scissors requests; all above measure satisfies basically by mistake elasticity driving force. The plasticity rotates because ofanti-knock grade of two stage beam column under big earthquakes still very big , suggest that the shearing force enhances a modulus is bigger than having there is difference between one step unsuitably in connection with the expert, to the beam choose 1.25 is fairly good , ought to take 1.3 ~ to post 1.35. It's the rationality taking value remains to be improved and perfected in going a step further.Require that explanatory being , the beam column node accept a force very complicated , need to ensure that beam column reinforced bar reliability in the node is anchoring , hold occurrence bending resistance at the same time in the beam column destroying front, shearing happened in the node destroy, whose essence should belong to "strong weak curved scissors" categories. The node carries out adjustment on one, two steps of anti-knock grades shearing force and, only, the person enhances a modulus be are minor than post, ratio post also holds structure measure a little weak. As a result ", more strong node “statement, is not worth it encourage.3) Structure measureStructure measure is a beam, post, the shearing force wall plasticity cuts the guarantee that area asks to reach the plasticity that reality needs turning ability and consuming ability. Its "strong with "strong weak scissors turn ", weak post beam " correlates, a architectural denasality of guarantee.”Strong weak scissors turn " is a prerequisite for ensuring that the plasticity hinge turns an ability and consumes an ability; Strict "strong weak post beam " degree, the measure affecting corresponding structure, if put strict "strong weak post beam " into practice, ensure that the pillar does not appear than the plasticity hinge, corresponding axis pressure waiting for structure measure to should be a little loose right away except the bottom. Our country adopts "the strong relative weak post beam”, delays a pillar going beyond the hinge time, therefore needing to adopt stricter structure measure.①the beam structure measure beam plasticity hinge cross section senility and many factors match tendon rates and the rise knuckling under an intensity but reduce in connection with cross section tensile, with the reinforced bar being pulled; The reinforced bar matches tendon rates and concrete intensity rise but improve with being pressed on, width enhances but enhances with cross section; Plasticity hinge areastirrup can guard against the pressure injustice releasing a tendon , improve concrete limit pressure strain , arrest tilted rift carrying out , fight against a shearing force , plasticity hinge deformation and consume an ability bring into full play, That deck-molding is stridden over is smaller than exceeding , shearing deformation proportion is increasingly big, the gentility destroying , using the tilted rift easy to happen reduces. The beam has led low even if the tendon matches hoop, the reinforced bar may knuckle under after Lang Kai cracks break up by pulling even. As a result, the norm matches tendon rates to the beam even if the tendon maximum matches tendon rates and minimum , the stirrup encryption District length , maximal spacing , minimal diameter , maximal limb lead all have strict regulations from when, volume matches hoop. Being bending regulation , the guarantee cross section denasality , holding to the beam possibly for the end fighting against a beam to pull the pressure reinforced bar area ratio make restrict. Stride over height at the same time, to minimal beam width, than, aspect ratio has done regulation.② the post structure measureFor post bending a type accepting the force component, axis pressure than to the denasality and consuming to be able to, nature effect is bigger. Destroy axis pressure than big bias voltages happened in the pillar hour, component deformation is big , gentility energy nature easy to only consume, reduces; Nature is growing with axis pressure than enhancing , consuming an energy, but the gentility sudden drop, moreover the stirrup diminishes to the gentility help. Readjust oneself to a certain extent to adopt the pillar, main guarantee it's tonsillitis that the low earthquake designs strenuously, but consuming energy sex to second. The pressure ratio has made a norm to the axis restricting, can ensure that within big bias voltages range in general. Stirrup same get the strain arriving at big roles, restraining the longitudinal tendon, improving concrete pressure, deter the tilted rift from developing also to the denasality. Be to match tendon symmetrically like post, the person leads feeling bigger , as big , becoming deformed when the pillar knuckles under more even if the tendon matches tendon , the tensile finishes exceeding. As a result, the tendon minimum matches tendon rates, the stirrup encryption District length, maximalspacing, minimal diameter, maximal limb lead having made strict regulations out from when, and volume matches hoop to the pillar jumping. At the same time, aspect ratio , scissors to the pillar have stridden over a ratio , minimal altitude of cross section , width have done out regulation, to improve the anti-knock function.③ Node structure measureThe node is anchoring beam column reinforced bar area, effect is very big to structure function. Be under swear to act on earthquake and the vertical stroke to load, area provides necessary constraint to node core when node core area cuts pressure low than slanting, keep the node fundamental shear ability under disadvantageous condition, make a beam column anchoring even if the tendon is reliable, match hoop rates to node core area maximal spacing of stirrup, minimal diameter, volume having done out regulation. The beam column is main node structure measure content even if tendon reliability in the node is anchoring. Have standardized to beam tendon being hit by the node diameter; Release the anchoring length of tendon to the beam column; anchoring way all has detailed regulation.To sum up ,; Framed structure is to pass "the design plan calculating and coming realize structure measure the ability running after beam hinge organization" mainly thereby, realize "the small earth—quake shocks does not but constructs in the dirty trick, big earthquakes do not fall " three standards to-en fortifying target's. References.框架结构抗震设计地震灾害具有突发性,至今可预报性很低,给人类社会造成的损失严重,是各类自然灾中最严重的灾害之一。

建筑安全设计与防灾减灾措施(英文中文双语版优质文档)

建筑安全设计与防灾减灾措施(英文中文双语版优质文档)

建筑安全设计与防灾减灾措施(英文中文双语版优质文档)Building safety design is a very important aspect in the process of building design, aiming to ensure the safety, stability and durability of buildings during use. In the work of disaster prevention and mitigation, building safety design also plays a vital role. This article will discuss building safety design and disaster prevention and mitigation measures.1. Overview of building safety designArchitectural safety design refers to taking the safety of buildings as the primary consideration in the architectural design stage to ensure the safety, stability and reliability of buildings during use. The content of building safety design covers many aspects such as building structure design, electrical design, water supply and drainage design, fire protection design, among which structural design is the most critical part.The purpose of building structure design is to ensure that the building can bear the design load during normal use and has a certain safety reserve capacity to deal with emergencies. The design of building structure needs to fully consider multiple factors such as geological conditions, foundation bearing capacity, building height, building structure form, etc., in order to formulate a building structure plan that meets the actual situation.Electrical design is another important aspect of building safety design. Building electrical design needs to take full account of multiple factors such as power load, power safety, and lightning protection to ensure the stability and safety of the electrical system.Water supply and drainage design and fire protection design are also an integral part of building safety design. Water supply and drainage design needs to take full account of building water consumption, water quality, sewage treatment and other factors, in order to formulate a reasonable water supply and drainage system scheme. The fire protection design needs to take full account of various factors such as fire protection facilities, fire extinguishing systems, and evacuation channels inside the building, so as to ensure that fire extinguishing and evacuation can be carried out in a timely and effective manner when a fire occurs.2. Overview of Disaster Prevention and Mitigation MeasuresDisaster prevention and mitigation measures refer to a series of measures taken in the design and construction of buildings to reduce the loss and impact of natural disasters and man-made disasters on buildings. Disaster prevention and mitigation measures include preventive measures, emergency plans, safety drills and other aspects.Preventive measures refer to a series of measures taken during the design and construction of buildings to prevent natural disasters and man-made disasters. Preventive measures can include taking full account of the natural environment, climate characteristics, geological conditions and other factors of the area where the building is located in the process of building structure design, so as to formulate a building structure plan that meets the actual situation. In addition, it is also possible to reduce the risk of buildings suffering from natural and man-made disasters by adopting fireproof materials, strengthening the wind resistance of building exterior walls, and installing anti-theft doors and windows.The emergency plan refers to the emergency measures and emergency response plan inside the building when a disaster occurs. The emergency plan needs to fully consider the type, scale and possible scope of the disaster, as well as personnel evacuation, material deployment, communication guarantee and other aspects. The emergency plan needs to be drilled regularly to improve the emergency response ability and adaptability of employees.Safety drills refer to the regular organization of emergency drills inside buildings to test the effectiveness of emergency plans and the emergency response capabilities of employees. Safety drills can simulate various possible disaster scenarios, including fires, earthquakes, floods, etc., to improve employees' crisis handling capabilities and resilience.3. The relationship between building safety design and disaster prevention and mitigation measuresBuilding safety design and disaster prevention and mitigation measures are two interrelated concepts. Building safety design is the basic guarantee in the process of building design and construction, and disaster prevention and mitigation measures are an important guarantee in the process of building use. Building safety design needs to fully consider the emergency response and strain capacity of buildings in case of disasters, so as to formulate a building structure scheme that meets the actual situation. At the same time, disaster prevention and mitigation measures also need to take full account of building structure, electrical, water supply and drainage, fire protection and other factors in order to formulate disaster prevention and mitigation measures that meet the actual situation.The relationship between building safety design and disaster prevention and mitigation measures is also reflected in the use of buildings. The safety and disaster prevention and mitigation capabilities of buildings need to be continuously maintained and updated. The disaster prevention and mitigation measures of buildings need to be constantly updated and improved with the changes of time and environment in order to maintain their effectiveness. At the same time, the safety design of the building also needs to be adjusted and improved as the usage changes. For example, as a building ages, the structure of the building may be damaged and repairs and reinforcements may be required to improve the stability and durability of the building. In addition, as the natural environment and human factors change, the environmental conditions of buildings may also change, and it is necessary to carry out risk assessment and adjust the disaster prevention and mitigation measures of buildings in time.Therefore, the relationship between building safety design and disaster prevention and mitigation measures is mutually reinforcing and complementary. Building safety design provides basic guarantee for disaster prevention and mitigation, and disaster prevention and mitigation measures provide guarantee for safety in the process of building use. The safety and disaster prevention and mitigation capabilities of buildings need to be continuously updated and improved to ensure the stability and safety of buildings in the face of natural and man-made disasters.建筑安全设计是建筑设计过程中非常重要的一个方面,旨在确保建筑在使用过程中的安全性、稳定性和耐久性。

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中英文对照外文翻译文献(文档含英文原文和中文翻译)Terrorist Attack Prevention through Environmental Design: Four Levels of the Adaptive Security Design for the Overseas Diplomatic PremisesAbstract: From the end of the 20th century, terrorism has become the most general threat which almost every country’s overseas diplomatic premises have encountered. The attacks aimed at Chinese embassies and consulates have been more frequently in the past few years. Most of them are featured by negative social influence, low for see ability, low cost and high elusiveness, etc. The essential tasks of the diplomatic architecture, including safeguarding assets and shaping positive national images, constitute a series of contradictions in the design process; and the building forms need to be simultaneously looking friendly and safe enough. Based on the conclusion of forms and characters of the terrorist attacks, this paper attempts to approach the adaptive security solutions for theoverseas diplomatic premises in four levels: the psychology level, the vision level, the behavior level, and the post attack level.Key Words: Environmental Design, Overseas Diplomatic Premises, Security, Adaptive, Terrorist Attack1From Simple to Comprehensive: The Transition of the Security DesignIn past 10 years, the traditional security threat derived from the cold war gradually gives way to high-frequency terrorist attacks. Compared with the professional safeguard methods in the cold war, such as infiltration and intelligence work, the features of the terrorist attack, such as high elusiveness, change full targets, low-cost training, low for see ability, blurred clues, big civilian casualties and negative social influence, make the relevant security design be much more difficult. (Table 1) The range of the security design thus has been extended from the principal area to the whole site and even the neighborhoods. The definition of the security design in diplomatic premises projects has been changed from the additional task to a more integrated part of the whole design process. (Figure 1)Figure1: The Principal Ranges of the Security Design under Traditional Threats and Terrorist Attacks (Source:Author)Table1: The Comparison between Traditional Threats and Terrorist Attacks (Source:Author)Traditional Threats Terrorist Attacks Years from WWⅡ to the end of the 20th century from the end of the 20th century to nowThe Origin of the threat the cold war and different political camps extreme organizationsThe Purples of the threat intelligence stealing extremely religious, political, ideological purplesThe Targets of the Attack important sections, core properties, important all properties, staffs, neighborhoods staffs and visitorsThe Means of the Attack surveillance, wiretap, infiltrate, shooting, etc. car bomb, suicide bomb, homemade weapons,throwing stones, shooting, trespassing, etc.The Principal Areas of theaccess control system of the boundary and the the entire site including adjacent streets andprincipal areas neighborhoodsSecurity DesignThe Influence on the limited influence on the architecture form profound influence on the architecture formArchitecture FormNote: The violence caused by demonstrations, which is not listed in the table, is a traditional threat for overseas diplomatic premises; and it is much more foreseeable compared with the other attacks. With the protection of Vienna Convention on Diplomatic Relations, Vienna Conventionson Consular Relations, and the precautionary measures from the local government, the potential threat of the demonstration activities can be under control.2 Security and Image: The Complexity and Contradictions of the Overseas Diplomatic PremisesThe special identity defines the evident difference between the overseas diplomatic premises and the other building types. The security design of those overseas properties thus is featured by complexity and contradiction, which are more strengthened under the background of the growth of world-wide spread terrorism. Overseas diplomatic facilities are supposed to have friendly images and higher security standard. Those two tasks ask the architect to combine two series of incompatible architectural languages. (Figure 2)Figure2: The Different Images Derived from Image Oriented and Security Oriented Approaches(Source: Author)On the one hand, oversea s diplomatic premises are the most efficient equipment of promoting a country’s national image. Compared with the normal mass Medias, architecture is an intuitive, face to face, tangible interface to deliver the local people an open, friendly, and gentle image of the country, which is quite important for the diplomatic work. During the past several decades, many architects have attempted to deliver the positive national image by different architectural languages. For example, in some cases, modernism means openness; formalism means commemorative; and post-modernism means the historical and cultural friendly design.On the other hand, located in the host country, the site of the diplomatic architecture has special political meanings. The Vienna Convention on Diplomatic Relations declares to protect all properties of the guest country (buildings, facilities, and staffs, etc) from being visited without authorization. The boundary of the site thus becomes a special icon. Under the shadow of the terrorism, security design is playing a significant role in new projects; and in some controversial projects, the importance of the friendly image completely gives way to the strict security measures.Giving up the effort of delivering positive images, and transforming the site to be a modern castle are known as old-fashion solutions; and it will finally lost the meaning of diplomatic in the most fundamental level. Today, all the properties need to be dignified, elegant, decent, and safe. In the new era, an important question for the overseas diplomatic premises is how to an effective technology to approach the balance between good image and strict security standard.3The Adaptive Strategies: Four Levels of the Security DesignBased on the characters of terrorist attacks and the complexity and contradiction of the overseas diplomatic premises, this paper develops a series of adaptive design strategies, which attempt to satisfy the requirements of both image and security through effective environmental and architectural design approaches. All the cases and architectural languages introduced in this paper do not only lead to the security purples, and they also manifest the evident aesthetic quality. These strategies aim at helping the architect to find the adaptive building forms, which have the capacity to be interpreted in multiple ways, to hide the security measures behind a friendly image in four levels: psychological control, visual control, behavior control, and loss control. The four levels, which reflect the architectural interventions on boundary, building envelope, outdoor space, and connections, constitute an integrated and flexible security system. (Figure 3)Figure 3: The Four Levels of the Adaptive Security Design of the Overseas Diplomatic Premises(Source: Author)3.1 Psychological Control: DeterrenceIn speaking of the design of psychological control in overseas diplomatic premises, the principal task is to deter the terrorist from planning and implementing the attack. The solutions mainly focus on different forms of the boundary, such as wall and fencing system with functions of visual limitation, boundary landscape, well-marked access control system, high intensity illumination system, and entrance guard rooms, etc., to exert sufficientpsychological pressure on the terrorists to lower the effectiveness of their actions. Meanwhile, suitable measures can also enhance the sense of safety in the neighborhoods. An evident case is the German Embassy in Austria (Vienna). Theboundary is constituted by a metal fencing system with the curved form onthe top to prevent climbing. With shrubs and trees in the inner-side of thefence, the fencing system not only maintains a transparent and greeninterface, but also keeps a good view for the staffs in the site to monitorthe adjacent streets. (Figure 4)(Figure 5)Another case is the British Embassy, which is the neighbor of theGerman Embassy. As a historical building, the façade is the first physicalboundary of the project, which is directly facing the streets without anybuffer space. As a secondary boundary system, a series of reinforceconcrete blocks and flowerpots is introduced in the middle of the streets.The mechanical car stop system is also placed for traffic control. Theguard room is located just beside the concrete blocks, and its form isobvious enough to be easily noticed from the street; and thanks to theunidirectional glass, people outside cannot observe the activities inside theguard rooms. All these elements constitute a flexible buffer area for theembassy building; and this solution is going to exert big pressure on thepotential criminals. By extending the range of the embassy to the publicurban space, the original façade of the building is well preserved to show acomplete historical context, and the positive cultural attitude. (Figure 6)(Figure 7)Hence, psychological control manifests the following characters: 1) Introduce reinforced transparent fencing system to keep the good horizon from the inside to the outside 2) Introduce the independent and moveable car stop system to keep thedecent building façade3) Access control system integrated with the landscape elements 4) High identity and well defined boundary forms 5) High intensity illumination system at the entrance areaFigure 4: the fencing system of theGerman Embassy in AustriaFigure 5: the entrance and guard room of the German Embassy in Figure 6: the vehicles and visitors control system outside the BritishFigure 7: the concrete flower bed in frontof the British Embassy3.2Visual Control: ObscuringVisual control aims at obscuring and disturbing the visual judgment of the criminals via effective architectural operations. Through the special language of the building envelope, the building acquires the quality that prevents people outside from grasping the information inside, such as function distribution, structure form, and the location of the important sections, through reading the facade. Solutions based on this strategy not only provide the staffs the good view to monitor the site and the neighbors, but also reduce the accuracy of the terrorists’ observation.The architecture of the Chinese Embassy in the United States (Washington DC) is characterized by three octagonal forms, the main public space which is not the essential property of the embassy. In fact, the essential functions are integrated into an extremely low-profile form, which constitutes the background of the three halls. The unified and arrayed windows reflect no relation with the division of the office section; and there is even no window on the façade directly facing the street in a very short distance. Through this solution, the essential function has much lower identity than the subordination part, which normally gathers less staffs and properties; and it would make the unprofessional criminals waste more time for choosing the target. (Figure 8) (Figure 9)The Dutch Embassy in Germany (Berlin) represents another approach. The essential functions of the embassy are entirely integrated into a huge cube, which acquires strong identity in the circumstance. A transparent and continuous gallery, which cut into the building envelope from the ground to the top, plays the role of both vertical connection and ventilation tunnel. Without any exceptions, the entire façade of the office rooms is constituted by the translucent curtain wall to keep privacy. Meanwhile, the transparent curve spiral element on the façade changes the traditional idea of floors, and prevents the criminals from conjecturing the inner functions. It also delivers the specific ideology of the Dutch culture, such as transparent, openness, humorous, and friendly to the modern art, etc. (Figure 10) (Figure 11)Visual control has the following characters:1)Independent building envelope which has little relations with the inner functions2)Reduce the identity of the important part of the structure3)Simplify the function of the higher identity part, while reduce the identity of the essential functions4)Introduce the sunshade components, icons, and decorations toconstitute multiple defenses.Figure 8: The entrance of the Chinese Embassy in the US (Source: Author)Figure 9: The walls of the Chinese Embassy, which is directly facing the street (Source: Author)Figure 10:The Dutch Embassy in Berlin (Source: Chang Qi)Figure 11: The spatial concept ofthe Dutch Embassy3.3 Behavior Control: RestrictingThe main task of behavior control is to arrange the authority, path, and behavioral pattern of visitors. The solution is mainly focused on the outdoor space between the building envelope and the boundary of the site, and aims at controlling the speed and route of visitors, and strictly defining the accessibility of different zones. The road system and landscape elements are not only the positive elements for diplomatic events, but also the equipment of reducing attack effect, confusing criminals, and increas ing the cost of the terrorists’ action.The British Embassy in Germany (Berlin) is an intervention in the historical quarter, and the volume directly touches the adjacent buildings and street without any space in between. A series of well organized courtyards constitutes the basic spatial structure, which implies a hierarchical access control system. In this system, there are three principal courtyards with different forms, functions and authorities. The first courtyard which connects the street in front of the main entrance with an entrance check system is designed for cars and visitors to have a short stay. The second court yard, a cuneiform auditorium space, connects the first courtyard with a guard room as the second check point, and leads the visitors to the third courtyard with broad steps. The third courtyard, a winter garden with a beautiful glass roof, connects the reception and meeting rooms, and also plays the role of the entrance hall to the office zone. This courtyard system shapes a linear exhibition space with different themes and art atmosphere in each part, and provides the platform for foreign affairs activities. This project as a typical example realizes an extremely long visiting path in the very limited site, and acquires sufficient defense in depth to observe and control the visitors. (Figure 12) (Figure 13)The winning solution of the new American Embassy project in UK (London) abandons the traditional boundary system, and creates a balance between landscape and security. The building aims atimplyinga special friendliness between American and British cultures with an open landscape system. Compared with traditional solutions, the project witnesses a higher security standard. The landscape elements are endowed with cultural functions, while they are also the designed to control the activities of staffs and visitors. For example, the water pool in front of the building creates an elegant environment, and also prevents visitors and vehicles from getting close to the façade. The similar design is also introduced in the American Embassy in Beijing. On the other side of the building is a huge grass slope, which Figure 12: The three courtyards of the British Embassy extends from the top of the podium to the ground floor of the main building with a continuous angular surface. This design integrates the cubic form of the main building into an artificial terrain, and creates the gentler atmosphere, which is always needed in the diplomatic activities. The structure of the grassy slope, which not only defines the boundary of the site, but also offers the ideal height for observing the neighborhoods, can be transformed into a defensive position, if necessary. It is important to understand that the security measurements in newly constructed projects gradually give up the idea of fortress, and a series of sophisticateddesign techniques, which integrates the security consideration into the landscape, opens up a new horizon for the overseas diplomatic premises. (Figure 14) (Figure 15)Behavior control has the following characters:1) Introduce the curved roads paralleled with the façade of the building to reduce the vehicle speed and avoid the path directly to the building2) Use strict zoning to control the authority of different sections, and public space sequence to prolong the route of visitors3) Integrated landscape system which has the function of controlling the behavior pattern of vehicles and visitors4) Eliminate the unnecessary obstructions to keep good horizon from the building to the circumstance3.4 Loss Control: Chain-effect Damage PreventionThe essential purpose of damage control is to eliminate the possibility of the second damage and chain-effect collapse after the attack. Through the targeted design of the building forms, the loss in the terrorist attacks thus can be partly reduced, and the staffs may have more time to wait for the rescue. The relevant solutions mainly focus on the connections between single buildings. For the layout of he embassy/consulate projects, it is better to decentralize important properties into detached parts, which can work as a whole when they are linked with connective volumes. If the attacks happen in one part, the decentralized layout of important functions can keep the other parts still working. Sometimes, the cluster of small and decentralized volumes can also have a friendlier image.The context of the Chinese Embassy in Netherlands (Haag) is shaped by a series of small detached houses. The main building of the embassy is split into two volumes, which are connected by an entrance hall, a sunken garden, and a fly corridor on the fourth floor. All the connective volumes are covered by transparent glass, which is always a right and popular material to show openness. In fact, it is wise to choose the connective part to be the open space, because these parts normally have less staffs and properties concentrated.Compared with the glass volumes, the two principal volumes covered by red bricks keep the morphological continuity with the context. The connective volumes in between can be seen as expendable structures to reduce the possibility of chain-effect collapse when a huge damage happens in one side of the building. (Figure 16) (Figure 17)The American Embassy in China (Beijing) applies the similar solution. The consulate section, office section, and apartments are all designed to be detached volumes with connections between each other. Compared with the other parts, the consulate section and the apartment building with completely curtain walls create stronger identity, and become the dominant volumes that shape the image of openness. Meanwhile, those two parts also protect the essential functions hiding in a series ofhorizontal extending volumes with hard and strong envelopes. Thanks to the decentralized layout, it is quite difficult to make a catastrophic damage to the embassy through a normal terrorist attack. (Figure 18) (Figure 19)Loss control is characterized by the following factors:1) Decentralized volumes2) Connect independent volumes with secondary structures3) Take the lower-risk functions as the expendable structure to avoid the chain-effect collapse.4) Separate and hide the essential functions into multiple parts4 Conclusions: The Integration of Security and CultureThrough the discussion, it is important to understand the world-wide new challenges that the overseas diplomatic premises encounter calls for a series of new design approaches. Traditionally, diplomatic buildings are inclined to show friendly and open postures in close-relationship countries, and choose conservative forms in bad-relationship countries. However, with the development of globalization, the relationship between each two countries is simultaneously shaped by cooperation and challenges. The evident hostile camps have already been disappeared, and terrorism becomes the most intractable threat of the overseas diplomatic premises for almost all countries. The solutions which completely show openness or closeness are old-fashion stories, and it cannot satisfy the identity of today’s diplomatic buildings. In new projects, architects are asked to find more sophisticated and effective solutions to balance the contradiction between positive image and strict security standard. Based on this background, this paper attempts to develop a discussion for this topic in for respects. (Table 2)The effort of discovering the unique forms to approach safe and beautiful would become a significant source, in which the creative idea of the diplomatic architecture springs.References[1] Alessi, Alberto. Building Identity?. World Architecture, 2006(8): 17-20[2] Tong, Cui, Balance Reconstruction: Embassy as an Architectural Type. World Architecture, 2006(8): 100-103[3] Tian, Zhimin. Zhang, Xiangbai. Du, Xiuli. Conceptual Design of Important Buildings to Mitigate Terrorist Explosion Attacks,China Civil Engineering Journal, 2007, 40(1), 34-41[4] Zhang, Lan. The Embassy and Diplomatic Officers, World Knowledge Press, 1998通过环境设计预防恐怖袭击:四层外交建筑自适应安全设计的海外外交的前提文摘:从20世纪的结束,恐怖主义已成为最通用的威胁,几乎每个国家的海外外交场所遇到。

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