机构介绍外文翻译

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公司部门机构中英翻译

公司部门机构中英翻译

中文名称英文名称(建议)综合部Administration Dept.人力资源部Human Resource Dept.财务与监督考核部Finance Dept.企管部Legal & Corporate Affairs Dept.经营部Business Development Dept.多元化发展部Business Development Dept.党群工作部Corporate Culture Dept.纪检监察部Internal Supervision Dept.园区发展管理部Free Zone & Park Management Dept.国内支持部Domestic Support Dept.设备管理部Plant & Equipment Control Dept.生产管理部Project Management Dept.生产管理部1-工程安质部Engineering Dept.生产管理部2-成本管理部Cost Control Dept.生产管理部3-保障部Procurement Dept.设计咨询公司Perfect Quality Engineering Consultant CO., Ltd. 运营部Railway Operation & Maintenance Dept.设备租赁中心Plant & Equipment Leasing Center房地产公司China Civil Real Estate Nig. Ltd.工业公司CCECC Industrial Ltd.阿久巴公司Ajuba Nigeria Ltd.水工事业部Harbour & Channel Engineering Dept.桩基事业部Piling Work Dept.测试中心Survey & Test Center四电部Railway System Work Dept.执行董事兼总经理 (李)Chairman & Managing Director书记(杨)Director (Internal Supervision)副总经理(黄)Director (Free Zone & Park)副总经理(常)Director (Domestic Affairs)副总经理(薛、刘、唐、蒲)Director (Projects)副总经理(钱)Director (Business Development)总会计师 (张)Director & Chief Accountant副总经理(底)Director (Human Resource & Administration)总经理助理/经营负责人Assistant Director纪委副书记Internal Supervisor部门/地区经理部/单位负责人General Manager部门/地区经理部/单位负责人(副)Deputy General Manager部门/地区经理部/单位负责人(助理)Assistant General Manager阿布贾地区经理部Abuja Regional Office西南区经理部Southwest Regional Office东南区经理部Southeast Regional Office北区经理部North Regional Office地区经理部、各单位的部门和负责人称谓可由地区经理部和各单位参照有限公司部门设置根据需要确定其他职位(根据实际确定),可视资历和层级加Senior,Assistant,Junior以及负责内容等进行修饰Manager/Engineer/Surveyor/Accountant/Advisor/Officer...中土尼日利亚有限公司称谓表(中外文)。

机构介绍词

机构介绍词

机构介绍词
尊敬的各位领导、亲爱的同事们:
大家好!我代表某机构向大家简要介绍一下我们的机构。

我机构成立于多年前,致力于提供全方位的服务,以满足客户的多样化需求。

我们的团队由一群充满激情和创造力的专业人士组成,他们具备丰富的经验和卓越的专业素养。

在我们的机构,我们坚持以人为本的理念,始终将客户需求放在首位。

我们深知每个个体都有自己独特的需求和期望,因此我们始终以专业、细致的态度为客户提供定制化的解决方案。

我们的目标是帮助客户实现他们的目标,并为他们创造更加美好的未来。

作为一家综合性机构,我们提供多个领域的服务。

首先是教育培训方面,我们拥有一支经验丰富的师资团队,致力于为学生提供优质的教育资源和个性化的辅导服务。

无论是学术辅导、职业规划还是技能培训,我们都能够满足学生和家长的需求。

我们还积极参与社会公益事业。

我们与多家非营利组织合作,共同努力推动社会进步和公益事业的发展。

我们组织各类志愿活动,帮助弱势群体改善生活条件,促进社会和谐。

我们还提供咨询服务,为企业和个人提供专业的建议和解决方案。

我们的专家团队具备丰富的行业经验和专业知识,能够为客户量身
定制策略,帮助他们应对挑战,实现成功。

我们的机构一直秉持诚信、专业、创新的价值观,与客户建立了长期稳定的合作关系。

我们深信,只有以客户为中心,才能真正实现共赢。

我们将继续努力,为客户提供更加优质的服务,追求卓越。

谢谢大家!我们期待与您携手共进,共创美好未来!。

外文翻译-齿轮机构

外文翻译-齿轮机构

翻译部分英文原文Gear mechanismsGear mechanisms are used for transmitting motion and power from one shaft to another by means of the positive contact of successively engaging teeth. In about 2,600B.C., Chinese are known to have used a chariot incorporating a complex series of gears like those illustrated in Fig.2.7. Aristotle, in the fourth century B .C .wrote of gears as if they were commonplace. In the fifteenth century A.D., Leonardo da Vinci designed a multitude of devices incorporating many kinds of gears. In comparison with belt and chain drives ,gear drives are more compact ,can operate at high speeds, and can be used where precise timing is desired. The transmission efficiency of gears is as high as 98 percent. On the other hand, gears are usually more costly and require more attention to lubrication, cleanliness, shaft alignment, etc., and usually operate in a closed case with provision for proper lubrication.Gear mechanisms can be divided into planar gear mechanisms and spatial gear mechanisms. Planar gear mechanisms are used to transmit motion and spatial gear mechanisms. Planar gear mechanisms are used to transmit motion and power between parallel shafts ,and spatial gear mechanisms between nonparallel shafts.Types of gears(1)Spur gears. The spur gear has a cylindrical pitch surface and has straight teeth parallel to its axis as shown in Fig. 2.8. They are used to transmit motion and power between parallel shafts. The tooth surfaces of spur gears contact on a straight line parallel to the axes of gears. This implies that tooth profiles go into and out of contact along the whole facewidth at the same time. This will therefore result in the sudden loading and sudden unloading on teeth as profiles go into and out of contact. As aresult, vibration and noise are produced.(2)Helical gears. These gears have their tooth elements at an angle or helix to the axis of the gear(Fig.2.9). The tooth surfaces of two engaging helical gears inn planar gear mechanisms contact on a straight line inclined to the axes of the gears. The length of the contact line changes gradually from zero to maximum and then from maximum to zero. The loading and unloading of the teeth become gradual and smooth. Helical gears may be used to transmit motion and power between parallel shafts[Fig.2.9(a)]or shafts at an angle to each other[Fig. 2.9(d)]. A herringbone gear [Fig. 2.9(c)] is equivalent to a right-hand and a left-hand helical gear placed side by side. Becauseof the angle of the tooth, helical gears create considerable side thrust on the shaft. A herringbone gear corrects this thrust by neutralizing it , allowing the use of a small thrust bearing instead of a large one and perhaps eliminating one altogether. Often a central groove is made around the gear for ease in machining.(3)Bevel gars. The teeth of a bevel gear are distributed on the frustum of a cone. The corresponding pitch cylinder in cylindrical gears becomes pitch cone. The dimensions of teeth on different transverse planes are different. For convenience, parameters and dimensions at the large end are taken to be standard values. Bevel gears are used to connect shafts which are not parallel to each other. Usually the shafts are 90 deg. to each other, but may be more or less than 90 deg. The two mating gears may have the same number of teeth for the purpose of changing direction of motion only, or they may have a different number of teeth for the purpose of changing both speed and direction. The tooth elements may be straight or spiral, so that we have plain and spiral bevel gears. Hypoid comes from the word hyperboloid and indicates the surface on which the tooth face lies. Hypoid gears are similar to bevel gears, but the two shafts do not intersect. The teeth are curved, and because of the nonintersection of the shafts, bearings can be placed on each side of each gear. The principal use of thid type of gear is in automobile rear ends for the purpose of lowering the drive shaft, and thus the car floor.(4)Worm and worm gears. Worm gear drives are used to transmit motion and ower between non-intersecting and non-parallel shafts, usually crossing at a right angle, especially where it is desired to obtain high gear reduction in a limited space. Worms are a kind of screw, usually right handed for convenience of cutting, or left handed it necessary. According to the enveloping type, worms can be divided into single and double enveloping. Worms are usually drivers to reduce the speed. If not self-locking, a worm gear can also be the driver in a so called back-driving mechanism to increase the speed. Two things characterize worm gearing (a) large velocity ratios, and (b) high sliding velocities. The latter means that heat generation and power transmission efficiency are of greater concern than with other types of gears.(5)Racks. A rack is a gear with an infinite radius, or a gear with its perimeter stretched out into a straight line. It is used to change reciprocating motion to rotary motion or vice versa. A lathe rack and pinion is good example of this mechanism.Geometry of gear toothThe basic requirement of gear-tooth geometry is the provision of angular velocity rations that are exactly constant. Of course, manufacturing inaccuracies andtooth deflections well cause slight deviations in velocity ratio; but acceptable tooth profiles are based on theoretical curves that meet this criterion.The action of a pair of gear teeth satisfying this requirement is termed conjugate gear-tooth action, and is illustrated in Fig. 2.12. The basic law of conjugate gear-tooth action states that as the gears rotate, the common normal to the surfaces at the point of contact must always intersect the line of centers at the same point P called the pitch point.The law of conjugate gear-tooth can be satisfied by various tooth shapes, but the only one of current importance is the involute, or, more precisely, the involute of the circle. (Its last important competitor was the cycloidal shape, used in the gears of Model T Ford transmissions.) An involute (of the circle) is the curve generated by any point on a taut thread as it unwinds from a circle, called the base circle. The generation of two involutes is shown in Fig. 2.13. The dotted lines show how these could correspond to the outer portion of the right sides of adjacent gear teeth. Correspondingly, involutes generated by unwinding a thread wrapped counterclockwise around the base circle would for the outer portions of the left sides of the teeth. Note that at every point, the involute is perpendicular to the taut thread, since the involute is a circular arc with everincreasing radius, and a radius is always perpendicular to its circular arc. It is important to note that an involute can be developed as far as desired outside the base circle, but an involute cannot exist inside its base circle.Let us now develop a mating pair of involute gear teeth in three steps: friction drive, belt drive, and finally, involute gear-tooth drive. Figure 2.14 shows two pitch circles. Imagine that they represent two cylinders pressed together. If slippage does not occur, rotation of one cylinder (pitch circle) will cause rotation of the other at an angular velocity ratio inversely proportional to their diameters. In any pair of mating gears, the smaller of the two is called the pinion and the larger one the gear. (The term “gear” is used in a general sense to indicate either of the members, and also in a specific sense to indicate the larger of the two.) Using subscripts p and g to denote pinion and gear, respectively.In order to transmit more torque than is possible with friction drive alone, we now add a belt drive running between pulleys representing the base circles, as in Fig 2.15. If the pinion is turned counterclockwise a few degrees, the belt will cause the gear to rotate in accordance with correct velocity ratio. In gear parlance, an gle Φ is called the pressure angle. From similar triangles, the base circles have the same ratio as the pitch; thus, the velocity ratio provided by the friction and belt drives are the same.In Fig. 2.16 the belt is cut at point c, and the two ends are used to generate involute profiles de and fg for the pinion and gear, respectively. It should now be clear why Φ is called the pressure angle: neglecting sliding friction, the force of one involute tooth pushing against the other is always at an angle equal to the pressure angle. A comparison of Fig. 2.16 and Fig.2.12 shows that the involute profiles do indeed satisfy the fundamental law of conjugate gear-tooth action. Incidentally, the involute is the only geometric profile satisfying this law that maintains a constant pressure angle as the gears rotate. Note especially that conjugate involute action can take place only outside of both base circles.Nomenclature of spur gearThe nomenclature of spur gear (Fig .2.17) is mostly applicable to all other type of gears.The diameter of each of the original rolling cylinders of two mating gears is called the pitch diameter, and the cylinder’s sectional outline is called the pitch circle. The pitch circles are tangent to each other at pitch point. The circle from which the involute is generated is called the base circle. The circle where the tops of the teeth lie is called the dedendum circle. Similarly, the circle where the roots of the teeth lie is called the dedendum circle. Between the addendum circle and the dedendum circle, there is an important circle which is called the reference circle. Parameters on the reference circle are standardized. The module m of a gear is introduced on the reference circle as a basic parameter, which is defined as m=p/π. Sizes of the teeth and gear are proportional to the module m.The addendum is the radial distance from the reference circle to the addendum circle. The dedendum is the radial distance from the reference circle to the dedendum circle. Clearance is the difference between addendum and dedendum in mating gears. Clearance prevents binding caused by any possible eccentricity.The circular pitch p is the distance between corresponding side of neighboring teeth, measured along the reference circle. The base pitch is similar to the circular pitch is measured along the base circle instead of along the reference circle. It can easily be seen that the base radius equals the reference radius times the cosine of the pressure angle. Since, for a given angle, the ratio between any subtended arc and its radius is constant, it is also true that the base pitch equals the circular pitch times the cosine of the pressure angle. The pressure angle is the angle between the normal and the circumferential velocity of the point on a specific circle. The pressure angle on the reference circle is also standardized. It is most commonly 20º(sometimes 15º).The line of centers is a line passing through the centers of two mating gears. The center distance (measured along the line of centers) equals the sum of the pitchradii of pinion and gear.Tooth thickness is the width of the tooth, measured along the reference circle, is also referred to as tooth thickness. Width of space is the distance between facing side of adjacent teeth, measured along the reference circle. Tooth thickness plus width of space equals the circular pitch. Backlash is the width of space minus the tooth thickness. Face width measures tooth width in an axial direction.The face of the tooth is the active surface of the tooth outside the pitch cylinder. The flank of the tooth is the active surface inside the pitch cylinder. The fillet is the rounded corner at the base of the tooth. The working depth is the sum of the addendum of a gear and the addendum of its mating gear.In order to mate properly, gears running together must have: (a) the same module; (b) the same pressure angle; (c) the same addendum and dedendum. The last requirement is valid for standard gears only.Rolling-ContactbearingsThe rolling-contact bearing consists of niier and outer rings sepatated by a number of rolling elements in the form of balls ,which are held in separators or retainers, and roller bearings have mainly cyinndrical, conical , or barrelcage.The needles are retainde by integral flanges on the outer race,Bearigs with rolling contact have no skopstick effect,low statting torqeu and running friction,and unlike as in journal bearings. The coefficient of friction varies little with load or opeed.Probably the outstanding of a rolling-contant beating over a sliding bearing is its low statting friction.The srdinary sliding bearing starts from rest with practically metal to metal contact and has a high coefficient of friction as compared with that between rolling members.This teature is of particular important in the case of beatings whcch vust carry the same laode at test as when tunning,for example.less than one-thirtieth as much force is required to start a raliroad freight car equopped with roller beatings as with plain journal bearings.However.most journal bearing can only carry relatively light loads while starting and do not become heavily loaded until the speed is high enough for a hydrodynamic film to be built up.At this time the friction id that in the luvricant ,and in a properly designed journal bearing the viscous friction will be in the same order of magnitude ad that for a that for a rolling-conanct bearing.中文译文齿轮机构齿轮机构用来传递运动和动力,通过连续啮合轮齿的正确接触,从一根轴传动到另一根轴。

国企,出版社,行业术语规范等英译

国企,出版社,行业术语规范等英译

1,国有企业名单 (1)2,出版社名单 (3)3,国家行政部门及科研机构 (7)4,部分大学及其出版社 (9)5,部分规范或行业标准英文翻译汇总 (25)国有大型企业名单International Journal of Rock Mechanics and Mining Sciences and Abstracts中国地质环境监测院China Institute of Geoenvironment Monitoring北京矿冶研究总院Beijing General Research Institute of Mining and Metallurgy煤炭科学研究院China Coal Research Institute【CCRI】北京有色金属研究总院Beijing General Research Institute for Nonferrous Metals【GRINM】北京市勘察设计研究院Beijing Geotechnical Institute【BJI】中国有色工程设计研究总院【又名北京有色冶金设计研究总院】China Nonferrous Engineering and Research Institute【ENFI】铁道第四勘察设计院The Fourth Survey and Design Institute, China Railway【FSDI】中交第三航务工程勘察设计院【又名交通部第三航务工程勘察设计院】The Third Harbor Engineering Investigation and Design Institute中交第二航务工程局【又名交通部第二航务工程局】The Second Navigation Engineering Bureau,CHEC中国港湾建设工程总公司China Harbor Engineering (Group) Corporation【CHEC】中南电力设计院Central Southern China Electric Power Design Institute【CSEPD】建设综合勘察研究设计院China Institute of Geotechnical Investigation and Surveying建设部综合勘察研究设计院Comprehensive Institute of Geotechnical Investigation and Surveying,Ministry of Construction中国水利水电科学研究院China Institute of water Resources and Hydropower Research电力工业部电力科学研究院China Electric Power Research Institute中国建筑工程总公司China State Construction Engineering Corporation石油勘探开发科学研究院Research Institute of Petroleum Exploration and Development中国石油天然气总公司China National Petroleum Corporation中国石油化工股份有限公司China Petroleum & Chemical Corporation (SinoPec Corp.)中国铁路工程总公司China Railway Engineering Corporation中国铁道建筑总公司China Railway Construction Corporation中国路桥(集团)总公司China Roadand Bridge Corporation中国重型机械总公司China National Heavy Machinery Corporation中国航天工业总公司BeijingAerospace Mechanical and Electrical Technology Co., Ltd.国家环境保护总局State Environmental Protection Administration of China国家电网公司State Gird Corporation of China中国土木工程集团公司China Civil Engineering Construction Corporation【CCECC】中国海外工程总公司ChinaNational Overseas Engineering Corporation中国中煤能源集团公司China Coal Energy(Group)Corporation中国核工业集团公司ChinaNational Nuclear Corporation中国化学工程总公司Chinanational Chemical Engineering (Group) Corporation中国兵器工业集团公司China North Industries Group Corporation中国建筑科学研究院ChinaAcademyof Building Research中国建筑设计研究院ChinaArchitecture Design and Research Group长江科学院Yangtze RiverScientific and Research Institute中国建筑科学研究院工程抗震研究所Institute of Earthquake Engineering,China Academy of Building and Research中国建筑科学研究院ChinaAcademyof Building and Research中国建筑科学研究院工程抗震研究所Institute of Building Software Engineering,China Academy of Building and Research 南京水利科学研究院NanjingHydraulic Research Institute二滩水电开发有限责任公司Ertan Hydropower Development Company Ltd.国家电力公司昆明勘测设计研究院Kunming Investigatio n,Design and Research Institut e,State Power Corporation of China广东省水利水电第二工程局Guangzhou:Guangdong No.2 Hydropower Engineering Company,Ltd.,1999广东省地质科学研究所Institute of Geological Sciences of Guangdong Province出版社名单中国电力出版社China Electric Power Press【CEPP】中国建筑工业出版社China Architecture and Building Press【CABP】煤炭工业出版社China Coal Industry Publishing House【CCIPH】中国水利水电出版社ChinaWater Power Press水利出版社ChinaWater Conservancy Press黄河水利出版社Yellow River Conservancy Press【YRCP】中国科学技术出版社ChinaScience and Technology Press上海科学技术出版社Shanghai Scientific and Technical Publishers社会科学文献出版社Social Sciences Academic Press中国农业科学技术出版社ChinaAgricultural Science and Technology Press 中国铁道出版社ChinaRailway Publishing House地质出版社Geological Publishing House地震出版社Earthquake Press高等教育出版社Higher Education Press国防工业出版社National Defense Industry Press人民交通出版社ChinaCommunications Press人民出版社People’s Publishing House科学出版社Science Press原子能出版社Atomic Energy Press冶金工业出版社ChinaMetallurgical Industry Press湖南科技出版社HunanScience and Technology Press湖北科技出版社HubeiScience and Technology Press湖北人民出版社HubeiPeople's Press湖北教育出版社HubeiEducation Press人民教育出版社People's Education Press上海教育出版社Shanghai Foreign Language Education Press石油工业出版社Petroleum Industry Press天然气地球科学Natural Gas Geoscience电子工业出版社Publishing House of Electronics Industry机械工业出版社ChinaMachine Press人民邮电出版社People's Posts and Telecom Press化学工业出版社Chemical Industry Press新疆青少年出版社Urumqi:Xinjiang Juvenile Publishing House,中国地图出版社Sino Maps Press教育科学出版社Education Science Publishing House中国标准出版社Standards Press of China海洋出版社ChinaOceanPress中国青年出版社ChinaYouth Press中国社会科学出版社ChinaSocial Science Press新华出版社Xinhua Publishing House上海译文出版社Shanghai Translation Publishing House世界知识出版社Word Affairs Press中国测绘出版社Sino Maps Press作家出版社The Writers Publishing House长江文艺出版社Changjiang Literature Press法律出版社Law Press人民文学出版社People's Literature Publishing House中国财政经济出版社ChinaFinancial and Economic Publishing 上海教育出版社Shanghai Education Publishing House上海人民出版社Shanghai People's Publishing House经济科学出版社Economic Science Press中国法制出版社ChinaLegal Publishing House中国金融出版社ChinaFinancial Publishing House外文出版社Foreign Languages Press中国纺织出版社ChinaTextile Press人民音乐出版社People′s Music Publishing House中国美术出版社ChinaFine Arts Publishing House中国美术出版总社China Fine Arts Publishing Group中国商务出版社ChinaCommerce and Trade Press水利电力出版社Water Resources and Electric Power 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Press西北工业大学Northwestern Polytechnical University香港大学Universityof Hong Kong香港科技大学Hong KongUniversityof Science and Technology香港理工大学Hong KongPolytechnic University香港中文大学ChineseUniversity of Hong Kong香港城市大学CityUniversity of Hong Kong香港浸会大学Hong KongBaptist University岭南大学Lingnan University【The Liberal Arts University in Hong Kong】香港树仁学院Hong KongShue Yan College东北师范大学出版社NortheastNormal UniversityPress中南大学CentralSouth University华东水利学院EastChina Technical Universityof Water Resources 广东工业大学GuangdongUniversityof Technology南方冶金学院学报Journal of Southern Institute of Metallurgy西安公路交通大学Xi an Highway University河北工业大学HebeiUniversityof Technology东北工学院NortheastUniversityof Technology中国农业大学ChinaAgricultural University陕西机械学院Shaanxi Institute of Mechanical Engineering后勤工程学院Logistic Engineering University of PLA部分学报翻译标准中国公路学报China Journal of Highway and Transport水利学报Journal of Hydraulic Engineering岩土力学Rock and Soil Mechanics隧道世界Tunnel World现代隧道技术Modern Tunnelling Technology工程数学学报Journal of Engineering Mathematics工程抗震与加固改造Earthquake Resistant Engineering and Retrofitting铁道学报Journal of the China Railway Society岩土工程学报Chinese Journal of Geotechnical Engineering勘察科学技术Site Investigation Science and Technology建筑结构学报Journal of Building Structures工程地质学报Journal of Engineering Geology矿物学报Acta Mineralogica Sinica煤炭学报Journal of China Coal Society压力容器Pressure Container地质科技情报Geological Science And Technology Information工程勘察Geotechnical Investigation and Surveying物探与化探Geophysical and Geochemical Exploration兰州科技情报Lanzhou Scientific and Technological Information地理学报Acta Geographica Sinica香港社会科学学报Hong Kong Journal of Social Sciences情报学报journal of The China Society for Scientific and Technical Information 自然灾害学报Journal of Natural Disasters地震学报Acta Seismologica Sinica西北地震学报Northwestern Seismological Journal上海地质Shanghai Geology地震学刊Journal of Seismology四川地震Earthquake Research in Sichuan土木工程学报China Civil Engineering Journal中国铁道科学China Railway Science中国农村水利水电China Rural Water and Hydropower建筑技术开发Building Technique Development地质灾害与环境保护Journal of Geological Hazards and Environment Preservation水力发电学报Journal of Hydroelectric Engineering公路交通科技Journal of Highway and Transportation Research and Development 长江科学院院报Journal of Yangtze River Scientific Research Institute铁道工程学报Journal of Railway Engineering Society地震工程与工程振动Earthquake Engineering and Engineering Vibration固体力学学报Acta Mechanica Solida Sinica公路交通技术Technology of Highway and Transport环境卫生工程Environmental Sanitation Engineering环境科学学报Acta Scientiae Circumstantiae煤田地质与勘探Coal Geology and Exploration农业环境科学学报Agro-Environmental Protection管理科学学报Journal of Management Sciences in China大坝观测与土工测试Dam Observation and Geotechnical Tests港工技术Port Engineering Technology中国港湾建设China Harbour Engineering世界地震工程World Earthquake Engineering地学前缘Earth Science Frontiers力学与实践Mechanics in Engineering工程力学Engineering Mechanics中国矿业China Mining Magazine石油地球物理勘探Oil Geophysical Prospecting地球物理学报Chinese Journal of Geophysics力学季刊Chinese Quarterly of Mechanics中国有色金属学报The Chinese Journal of Nonferrous Metals岩土工程界Geotechnical Engineering World探矿工程(岩土钻掘工程)Exploration Engineering (Drilling & Tunneling) 土工基础Soil Engineering and Foundation水利水运科学研究Journal of Nanjing Hydraulic Research Institute 水利水运工程学报Hydro-Science and Engineering岩石学报Acta Petrologica Sinica中国科学Science in China地质与勘探Geology and Prospecting高校地质学报Geological Journal of China Universities石油实验地质Experimental Petroleum Geology地球科学进展Advances in Earth Science西部探矿工程West-China Exploration Engineering勘察科学技术Site Investigation Science and Technology路基工程Subgrade Engineering国外公路Journal of Foreign Highways爆炸与冲击Explosion and Shock Waves煤炭科学技术Coal Science and Technology冰川冻土Journal of Glaciology and Geocryology水利水运工程学报Hydro-Science and Engineering中南公路工程Central South Highway Engineering中国安全科学学报China Safety Science Journal水土保持学报Journal of Soil and Water Conservation测绘学报Acta Geodaetica et Cartographica Sinica计算物理Chinese Journal of Computational Physics现代地质Geoscience高原地震Plateau Earthquake Research计算机学报Chinese Journal of Computers软件学报Journal of Software工业建筑Industrial Construction建筑结构学报Journal of Building Structures人民长江Yangtze River福建地质Geology of Fujian四川水力发电Sichuan Water Power武汉水利电力大学学报Journal of Wuhan University of Hydraulic and Electric Engineering人民黄河Yellow River四川建筑Sichuan Architecture金属矿山Metal Mine自然资源学报Journal of Natural Resources南水北调与水利科技South-to-North Water Transfers and Water Science and Technology 分析科学学报Journal of Analytical Science科技情报开发与经济Sci/T ech Information Development & Economy地下空间与工程学报Chinese Journal of Underground Space and Engineering矿山测量Mine Surveying水文地质工程地质Hydrogeology and Engineering Geology地球化学Geochimica矿山压力与顶板管理Ground Pressure and Strata Control建筑材料学报Journal of Building Materials中国安全科学学报China Safety Science Journal岩土工程技术Geotechnical Engineering Technique力学季刊Chinese Quarterly of Mechanics建筑施工Building Construction四川建筑科学研究Building Science Research of Sichuan江苏水利Jiangsu Water Resources公路交通科技Journal of Highway and Transportation Research and Development 煤炭转化Coal Conversion科技通报Bulletin of Science and Technology地质科学Chinese Journal of Geology湖北地矿Hubei Geology and Mineral Resources中国地质灾害与防治学报The Chinese Journal of Geological Hazard and Control西北水资源与水工程Northwest Water Resources & Water Engineering地震地质Seismology and Geology中国水土保持Soil and Water Conversation in China防灾减灾工程学报Journal of Disaster Prevention and Mitigation Engineering 工程机械Construction Machinery and Equipment建筑机械化Construction Mechanization矿冶工程Mining and Metrological Engineering岩业史研究Salt Industry History中国工程科学Engineering Science中国工程机械China Mechanical Engineering力学进展Advances in Mechanics水电站设计Design of Hydroelectric Power Station水力发电学报Journal of Hydroelectric Engineering南水力发电Yunnan Water Power计算力学学报Chinese Journal of Computational Mechanics陕西水力发电Journal of Shaanxi Water Power计算机辅助设计与图形学学报Journal of Computer-aided Design and Computer Graphics 大坝观测与土工测试Dam Observation and Geotechnical Tests陕西工学院学报Journal Shaanxi Institute of Technology中国市政工程China Municipal Engineering基础工程Geotechnical Engineering World岩土工程界Geotechnical Engineering World钻采工艺Drilling and Production Technology石油机械Petroleum Machine地下工程与隧道Underground Engineering and Tunnels石油钻采工艺Oil Drilling and Production Technology矿物学报Acta Mineralogica Sinica高压物理学报Chinese Journal of High Pressure Physics水科学进展Advances in Water Science地质学报(英文版)Acta Geologica Sinica甘肃地质学报Acta Geologica Gansu四川地质学报Acta Geologica Sichuan中国煤田地质China Coal Geology灾害学Journal of Catastrophology煤炭工程师Coal Engineer矿业安全与环保Mining Safety and Environmental Protection煤矿设计Coalmine Design港工技术Port Engineering Technology港工技术与管理Ort Harbour Technology and Engineering地下空间与工程学报(地下空间)Journal of Underground Space and Engineering(Underground Space) 路基工程Subgrade engineering浙江水利科技Zhejiang Hydrotechnics地理与地理信息科学Geography and Territorial Research计算机工程Computer Engineering自然科学进展Progress in Natural Science铁道标准设计Railway Standard Design工业建筑Industrial Construction水利水电快报Express Water Resources and Hydropower Information水动力学研究与进展A辑Journal of Hydrodynamics地球科学Earth Science贵州地质Guizhou Geology中国岩溶Carsologica Sinica飞行力学Flight Dynamics实验力学Journal of Experimental Mechanics环境卫生工程Environmental Sanitation Engineering新疆环境保护Environmental Protection of Xinjiang水资源保护Water Resources Protection中国市政工程China Municipal Engineering特种结构Special Structures山地学报Journal of Mountain Science第四纪研究Quaternary Sciences地质通报Geological Bulletin of China中国地质Chinese Geology国土资源科技管理Scientific and Technological Management of Land and Resources 系统仿真学报Journal of System Simulation自动化学报Acta Automatica Sinica水运工程Port and Waterway Engineering中国图像图形学报Journal of Image and Graphics科学通报Chinese Science Bulletin应用力学学报Chinese Journal of Applied Mechanics力学学报Acta Mechanica Sinica煤矿开采Coal Mining Technology西北水电Northwest Water Power建筑技术开发Building Technique Development勘察科学技术Site Investigation Science and Technology石油钻采工艺Oil Drilling and Production Technology钻采工艺Drilling and Production Technology水利水电科技进展Advances in Science and Technology of Water Resources 山东煤炭科技Shandong Coal Science and Technology煤炭技术Coal Technology煤炭科技Coal Science and Technology陕西煤炭Shanxi Coal武汉大学学报(信息科学版)Geomatics and Information Science of Wuhan University 地质力学学报Journal of Geomechanics矿业研究与开发Mining Research and Development矿业快报Express Information of Mining Industry露天采矿技术Opencast Mining Technology中国煤炭地质China Coal Geology中国煤田地质Coal Geology of China采矿技术Mining Technology华南地质与矿产Geology and Mineral Resources of South China天然气工业Natural Gas Industry水利水电技术Water Resources and Hydropower Engineering露天采煤技术Opencast Coal Mining Technology电子显微学报Journal of Chinese Electron Microscopy Society地质科技情报Geological Science and Technology Information振动测试与诊断Journal of Vibration Measurement and Diagnosis广西水利水电Guangxi Water Resources and Hydropower Engineering资源科学Resources Science应用生态学报Chinese Journal of Applied Ecology土壤侵蚀与水土保持学报Journal of Soil Erosion and Soil and Water Conservation水土保持通报Bulletin of Soil and Water Conservation中国井矿盐China Well and Rock Salt铁道建筑技术Railway Construction Technology铁道建筑Railway Engineering地测量与地球动力学Journal of Geodesy and Geodynamics有色金属Nonferrous Metals机械工程学报Chinese Journal of Mechanical Engineering海洋通报Marine Science Bulletin海洋调查规范海洋地质地球物理调查Specification for Oceanographic Survey-Marine Geology and Geophysics Investigation 城市勘测Urban Geotechnical Investigation and Surveying中外公路Journal of China and Foreign Highway哈尔滨建筑大学学报Journal of Harbin University of Civil Engineering and Architecture低温建筑技术Low Temperature Architecture Technology人民珠江Pearl River浙江水利科技Zhejiang Hydrotechnics城市勘测Urban Geotechnical Investigation and Surveying电力勘测设计Electric Power Survey and Design北京师范大学学报Journal of Beijing Normal University化工矿山技术Chemical Mining Technology(未定)世界地质Global Geology沉积学报Acta Sedimentologica Sinica大众科技Popular Science News地基处理Ground Improvement机械强度Journal of Mechanical Strength中国煤炭China Coal测绘科学Science of Surveying and Mapping部分规范或行业标准英文翻译汇总建筑地基处理技术规范Technical Code for Ground Treatment of Buildings[JGJ79–2002]建筑基桩检测技术规范(JGJ106–2003)Technical Code for Testing of Building Foundation Piles(JGJ106–2003)建筑基坑支护技术规程(JGJ120–99)Technical Specification for Retaining and Protection of Building Foundation Excavations(JGJ120–99) 北京:中国建筑工业出版社,1999堤防工程设计规程(GB50286–98)Code for Design of Levee Project(GB50286–98)公路路基设计规范(JTG D30–2004)Specifications for Design of Highway Subgrades(JTG D30–2004)城市规划工程地质勘察规范(CJJ57–94)Code for Urban Planning Engineering Geological Investigation and Surveying(CJJ57–94出版社:中国计划出版社1994公路工程地质勘察规范(JTJ064–98)Specification for survey of Highway Engineering Geology(JTJ064–98)Beijing:China Communications Press,2002.岩土工程勘察规范(GB50021–2001)Investigation of Geotechnical Engineering(GB50021–2001)China Architecture and Building Press,2002.公路桥涵地基与基础设计规范(JTJ024–85)Specifications for Design of Groundsill and Foundation of Highway Bridges and Culverts 北京:人民交通出版社,1985建筑桩基技术规范(JGJ 94–94)[S]. 北京:中国建筑工业出版社,1995.(The Professional Standards Compilation Group of People s Republic of China. Technical Code for Building Pile Foundations(JGJ 94–94)[S]. Beijing:China Architecture and Building Press,1995.基坑土钉支护技术规程(CECS96:97)Technical Specification for Soil Nailing in Foundation Excavations(CECS96:97)铁路工程特殊岩土勘察规程TB 10038–2001Code for Special Soil and Rock Investigation for Railway Engineering TB 10038–2001 铁路工程不良地质勘察规程(TB10027-2001J125-2001) 中国铁道出版社2001Code for Unfavorable Geological Condition Investigation of Railway Engineering建筑边坡工程技术规范GB50330-2002 中国建筑工业出版社2002Technical code for building slope engineering GB50330-20021 CECS120∶2000套接紧定式钢导管电线管路施工及验收规程Specification for construction and acceptance of wire pipelines with fastening connection steel conduit2CECS119:2000城市住宅建筑综合布线系统工程设计规程Code for engineering design of generic cabling system for civic residential buildings3CECS118:2000冷却塔验收测试规程( 1 2 )Specification for acceptance test of water—cooling tower4CECS117:2000给水排水工程混凝土构筑物变形缝设计规程Specification for the deformation joint design of concrete structures in water work engineering5CECS116:2000钾水玻璃防腐蚀工程技术规程Technical specification for anticorrosion engineering of potassium silicate6CECS115:2000干式电力变压器选用、验收、运行及维护规程Specification for selection ,acceptance,operation and maintenance of dry—type power transformers7CECS114:2000氧气曝气设计规程Specification for design of oxygen aeration8CECS113:2000锯齿取水头部设计规程Specification for design of sawtooth intake9CECS111:2000寒冷地区污水活性污泥法处理设计规程Specification for design of active sludge treatment of wastewater in cold regions10CECS110:2000低温低浊水给水处理设计规程Specification for design of water supply treatment of low temperature and turbidity water 11CECS109:2000建筑给水减压阀应用设计规程Specification for applied design of water supply pressure reducing valve for buildings12CECS108:2000公共浴室给水排水设计规程Specification for design of water supply and drainage in public bathroom13CECS107:2000终端电器选用及验收规程Specification for the control reception and selection of terminal electrical equipment14CECS106:2000铝合金电缆桥架技术规程Technical specification for aluminum-alloy cable tray15CECS105:2000建筑给水铝塑复合管管道工程技术规范Technical specification for polyethylene-aluminum composite pipeline engineering of building water supply16CECS104:98高强混凝土结构技术规程( 1 2 )Technical specification for high—strength concrete structures17CECS103:98循环冷却水系统不停车化学清洗和热态预膜工艺技术规程Technical specification for technology of on—line chemical cleaning and preforming (under the load of heat)of recirculating cooling water system18CECS102:98门式刚架轻型房屋钢结构技术规程( 1 2 )Technical specification for steel structure of light-weight buildings with gabled frames19CECS101:98建筑瓷板装饰工程技术规程Technical specification for porcelain decorative engineering of buildings20CECS100:98套接扣压式薄壁钢导管电线管路施工及验收规范Code for construction and acceptance of wire pipelines with extruded connection thin wall steel conduit21CECS99:98岩土工程勘察报告编制标准( 1 2 3 )。

机械毕业设计英文外文翻译314连杆机构

机械毕业设计英文外文翻译314连杆机构

Link mechanismLinkages include garage door mechanisms, car wiper mechanisms, gear shift mechanisms. They are a very important part of mechanical engineering which is given very little attention...A link is defined as a rigid body having two or more pairing elements which connect it to other bodies for the purpose of transmitting force or motion . In every machine, at least one link either occupies a fixed position relative to the earth or carries the machine as a whole along with it during motion. This link is the frame of the machine and is called the fixed link.An arrangement based on components connected by rotary or sliding interfaces only is called a linkage. These type of connections, revolute and prismatic, are called lower pairs. Higher pairs are based on point line or curve interfaces.Examples of lower pairs include hinges rotary bearings, slideways , universal couplings. Examples of higher pairs include cams and gears.Kinematic analysis, a particular given mechanism is investigated based on the mechanism geometry plus factors which identify the motion such as input angular velocity, angular acceleration, etc. Kinematic synthesis is the process of designing a mechanism to accomplish a desired task. Here, both choosing the types as well as the dimensions of the new mechanism can be part of kinematic synthesis.Planar, Spatial and Spherical MechanismsA planar mechanism is one in which all particles describe plane curves is space and all of the planes are co-planar.. The majority of linkages and mechanisms are designed as planer systems. The main reason for this is that planar systems are more convenient to engineer. Spatial mechanisma are far more complicated to engineer requiring computer synthesis. Planar mechanisms ultilising only lower pairs are called planar linkages. Planar linkages only involve the use of revolute and prismatic pairsA spatial mechanism has no restrictions on the relative movement of the particles. Planar and spherical mechanisms are sub-sets of spatial mechanisms..Spatial mechanisms / linkages are not considered on this pageSpherical mechanisms has one point on each linkage which is stationary and the stationary point12 of all the links is at the same location. The motions of all of the particles in the mechanism are concentric and can be repesented by their shadow on a spherical surface which is centered on the common location..Spherical mechanisms /linkages are not considered on this pageMobilityAn important factor is considering a linkage is the mobility expressed as the number of degrees of freedom. The mobility of a linkage is the number of input parameters which must be controlled independently in order to bring the device to a set position. It is possible todetermine this from the number of links and the number and types of joints which connect the links...A free planar link generally has 3 degrees of freedom (x , y, θ ). One link is always fixed so before any joints are attached the number of degrees of freedom of a linkage assembly with n links = DOF = 3 (n-1)Connecting two links using a joint which has only on degree of freedom adds twoconstraints. Connecting two links with a joint which has two degrees of freedom include 1 restraint to the systems. The number of 1 DOF joints = say j 1 and the number of joints with two degrees of freedom = say j 2.. The Mobility of a system is therefore expressed as mobility = m = 3 (n-1) - 2 j 1 - j 2Examples linkages showing the mobility are shown below..A system with a mobility of 0 is a structure. A system with a mobility of 1 can be fixed in position my positioning only one link. A system with a mobility of 2 requires two links to be positioned tofix the linkage position..This rule is general in nature and there are exceptions but it can provide a very useful initial guideas the the mobility of an arrangement of links...Grashof's LawWhen designing a linkage where the input linkage is continuously rotated e.g. driven by a motor it is important that the input link can freely rotate through complete revolutions.Thearrangement would not work if the linkage locks at any point. For the four bar linkage Grashof's law provides a simple test for this conditionGrashof's law is as follows:Referring to the 4 inversions of a four bar linkage shown below ..Grashof's law states that one of the links (generally the shortest link) will be able to rotate continuously if the followingcondition is met...b (shortest link ) + c(longest link) < a + dFour Inversions of a typical Four Bar LinkageNote: If the above condition was not met then only rocking motion would be possible for any link..Mechanical Advantage of 4 bar linkageThe mechanical advantage of a linkage is the ratio of the output torque exerted by the driven link to the required input torque at the driver link. It can be proved that the mechanical advantage is directly proportional to Sin( β ) the angle between the coupler link(c) and the driven link(d), and is inversely proportiona l to sin( α ) the angle between the driver link (b) and the coupler34 (c) . These angles are not constant so it is clear that the mechanical advantage is constantly changing.The linkage positions shown below with an angle α = 0 o and 180 o has a near infinitemechanical advantage. These positions are referred to as toggle positions. These positionsallow the 4 bar linkage to be used a clamping tools.The angle β is called the "transmission angle". As the value sin(transmission angle) becomes small the mechanical advantage of the linkage approaches zero. In these region the linkage is very liable to lock up with very small amounts of friction. When using four bar linkages totransfer torque it is generally considered prudent to avoid transmission angles below 450 and 500. In the figure above if link (d) is made the driver the system shown is in a locked position. The system has no toggle positions and the linkage is a poor designFreudenstein's EquationThis equation provides a simple algebraic method of determining the position of an output lever knowing the four link lengths and the position of the input lever.Consider the 4 -bar linkage chain as shown below..The position vector of the links are related as followsl1 + l2 + l3 + l4 = 0Equating horizontal distancesl 1cos θ 1 + l 2cos θ 2 + l 3cos θ 3 + l 4cos θ 4 = 0 Equating Vertical distancesl 1sin θ 1 + l 2sin θ 2 + l 3sin θ 3 + l 4sin θ 4 = 0 Assuming θ 1 = 1800then sin θ 1= 0 and cosθ 1 = -1 Therefore- l 1 + l 2cosθ 2 + l 3cosθ 3 + l 4cos θ 4 = 0and .. l 2sin θ 2 + l 3sin θ 3 + l 4sin θ 4 = 0 Moving all terms except those containing l 3 to the RHS and Squaring both sidesl 32 cos 2θ 3 = (l 1 - l 2cos θ 2 - l 4cos θ 4 ) 2l 32 sin 2θ 3 = ( - l 2sin θ 2 - l 4sin θ 4) 2Adding the above 2 equations and using the relationshipscos ( θ 2 - θ 4) = cos θ 2cos θ 4+ sin θ 2sin θ 4 ) and sin2θ + cos2θ = 15the following relationship results..Freudenstein's Equation results from this relationship asK 1cos θ 2 + K2cos θ 4 + K 3= cos ( θ 2 - θ 4 )K1 = l1 / l4K2 = l 1 / l 2K3 = ( l 32 - l 12 - l 22 - l 2 4 ) / 2 l 2 l 4This equation enables the analytic synthesis of a 4 bar linkage. If three position of the output lever are required corresponding to the angular position of the input lever at three positions then this equation can be used to determine the appropriate lever lengths using three simultaneous equations...Velocity Vectors for LinksThe velocity of one point on a link must be perpendicular to the axis of the link, otherwise there would be a change in length of the link.On the link shown below B has a velocity of v AB= ω.AB perpendicular to A-B. " The velocity vector is shown...Considering the four bar arrangement shown below. The velocity vector diagram is built up as follows:∙As A and D are fixed then the velocity of D relative to A = 0 a and d are located at the same point∙The velocity of B relative to a is v AB= ω.AB perpendicular to A-B. This is drawn to scale as shown6∙The velocity of C relative to B is perpedicular to CB and passes through b∙The velocity of C relative to D is perpedicular to CD and passes through d∙The velocity of P is obtained from the vector diagram by using the relationship bp/bc = BP/BCThe velocity vector diagram is easily drawn as shown...Velocity of sliding Block on Rotating LinkConsider a block B sliding on a link rotating about A. The block is instantaneously located at B' on the link..The velocity of B' relative to A = ω.AB perpendicular to the line. The velocity of B relative to B' = v. The link block and the associated vector diagram is shown below..Acceleration Vectors for LinksThe acceleration of a point on a link relative to another has two components:∙1) the centripetal component due to the angular velocity of the link.ω 2.Length∙2) the tangential component due to the angular acceleration of the link....7∙The diagram below shows how to to construct a vector diagram for the acceleration components on a single link.The centripetal acceleration ab' = ω 2.AB towards the centre of rotation. The tangential component b'b = α. AB in a direction perpendicular to the link..The diagram below shows how to construct an acceleration vector drawing for a four bar linkage.∙For A and D are fixed relative to each other and the relative acceleration = 0 ( a,d are together )∙The acceleration of B relative to A are drawn as for the above link∙The centripetal acceleration of C relative to B = v 2CB and is directed towards B ( bc1 ) ∙The tangential acceleration of C relative to B is unknown but its direction is known∙The centripetal acceleration of C relative to D = v 2CD and is directed towards d( dc2) ∙The tangential acceleration of C relative to D is unknown but its direction is known.∙The intersection of the lines through c1 and c 2 locates cThe location of the acceleration of point p is obtained by proportion bp/bc = BP/BC and the absolute acceleration of P = ap8The diagram below shows how to construct and acceleration vector diagram for a sliding block on a rotating link..The link with the sliding block is drawn in two positions..at an angle dωThe velocity of the point on the link coincident with B changes from ω.r =a b 1to ( ω + dω) (r +dr) = a b 2The change in velocity b1b2has a radial component ωr d θ and a tangential component ωdr + r dω The velocity of B on the sliding block relative to the coincident point on the link changes from v = a b 3 to v + dv = a b 4.The change in velocity = b3b4 which has radial co mponents dv and tangential components v d θThe total change in velocity in the radial direction = dv- ω r d θRadial acceleration = dv / dt = ω r d θ / dt = a - ω2 rThe total change in velocity in the tangential direction = v dθ + ω dr + r αTangential acceleration = v dθ / dt + ω dr/dt + r d ω / dt= v ω + ω v + r α = α r + 2 v ωThe acceleration vector diagram for the block is shown below9Note : The term 2 v ω representing the tangential acceleration of the block relative to the coincident point on the link is called the coriolis component and results whenever a block slides along a rotating link and whenever a link slides through a swivelling block连杆机构连杆存在于车库门装置,汽车擦装置,齿轮移动装置中。

机械外文翻译--机构与机器

机械外文翻译--机构与机器

Mechanism and MachinesA system that transmits forces in a predetermined manner to accomplish specific objectives may be considered a machine. A mechanism may be defined in a similar manner, but the term mechanism is usually applied to a system where the principal function is to transmit motion. Kinematics is the study of motion in mechanism, while the analysis of force and torques in machined is called dynamics.Once the need for a machine or mechanism with given characteristics is identified, the design process begins. Detailed analysis of displacements, velocities, and accelerations is usually required. This part of the design process is then followed by analysis of force and torques. The design process may continue long after first model have been produce and include redesigns of component that affect velocities, accelerations, force, and torques. In order to successfully compete form year to year, most manufacturers must continuously modify their product and their methods of production. Increases in production rate, upgrading of product performance, redesign for cost and weight reduction, and motion analysis of new product lines are frequently required. Success may hinge on the correct kinematic and dynamic analysis of the problem.Many of the basic linkage configurations have been incorporate into machines designed centuries ago, and the term we use to describe then have change over the year. Thus, definitions and terminology will not be consistent throughout the technical literature. In most cases, however, meanings will be clear form the context of the descriptive matter. A few terms of particular interest to the study of kinematic and dynamics of machines are define below.Link A link is one of the rigid bodies or members joined together to form a kinematic chain. The term rigid link or sometimes simply link is an idealization used in the study of that does not consider small deflections due to strains in machine members. A perfectly rigid or inextensible link can exist only as a textbook type of model of a real machine member. For typical machine part, maximum dimension changes are of only a one-thousandth of the part length. We are justified in neglecting this small motion when considering the much greater motion characteristic of most mechanisms. The word link is used in a general sense to include cams, gears, and other machine members in addition to cranks, connecting rods and otherpin-connected components.Degrees-of-freedom The number of degrees-of-freedom of a linkage is the number of independent parameters required to position of every link relative to the frame or fixed link. If the instantaneous configuration of a system may be completely defined by specifying one independent variable, that system has onedegree-of-freedom. Most practical mechanisms have one degree-of-freedom.An unconstrained rigid body has six degrees-of-freedom: translation in three coordinates and rotation about three coordinate axes. If the body is restricted to motion in a plane, there are three degrees-of-freedom: translation in two coordinate directions and rotation within the plane.Lower and Higher Pairs Connections between rigid bodies consist of lower andhigher pairs of elements. The two elements of a lower pair have theoretical surface contact with one another, while the two elements of a higher pair have theoretical point or line contact (if we disregard deflections).Lower pairs are desirable from a design standpoint since the load at the joint and the resultant wear is spread over the contact surface. Thus, geometric changes or failure due to high contact stresses and excessive wear may be prevented.Mechanism A mechanism is a kinematic chain in which one link is considered fixed for the purpose of analysis, but motion is possible in other links. As noted above, the link designated as the fixed link need not actually be stationary relative to the surface of the earth. A kinematic chain is usually identified as a mechanism if its primary purpose is the modification or transmission of motion.Machine A mechanism designed for the purpose of transmitting forces or torques is usually called a machine.Engine A machine that involves conversion of energy to produce mechanical power is commonly called an engine. Thus, the crankshaft, connecting rod, piston, and cylinder of an automotive engine would be an engine by the above definitions, while other drive train components such as the transmission, differential, and universal joint would be considered machines. Machines and engines may have the same configuration as other mechanisms that do not convert energy and are not intended to transmit significant levels of force or torque. Thus, for the purpose of kinematic analysis, the above distinction between mechanism, machine, and engine may be of only academic importance.A Mechanism has been defined as “a combination of rigid or resistant bodies so formed and connected that they move upon each other with definite relative motion.”Mechanisms form the basic geometrical elements of many mechanical devices including automatic packaging machinery, typewriters, mechanical toys, textile machinery, and others. A mechanism typically is designed to create a desired motion of a rigid body relative to a reference member. Kinematic design of mechanisms is often the first step in the design of a complete machine. When forces are considered, the additional problems of dynamics, bearing loads, stresses, lubrication, and the like are introduced, and the larger problem becomes one of machine design.The function of a mechanism is to transmit or transform motion from one rigid body to another as part of the action of a machine. There are three types of common mechanical devices that can be used as basic elements of a mechanism.Gear Systems Gear systems, in which toothed members in contact transmit motion between rotating shafts. Gears normally are used for the transmission of motion with a constant angular velocity ratio, although noncircular gears can be used for nonuniform transmission of motion.Cam Systems Cam systems, where a uniform motion of an input member is converted into a nonuniform motion of the output member. The output motion may be either shaft rotation, slider translation, or other follower motions created by directcontact between the input cam shape and the follower. The kinematic design of cams involves the analytical or graphical specification of the cam surface shape required to drive the follower with a motion that is a prescribed function of the input motion.Plane and Spatial Linkages They are also useful in creating mechanical motions for a point or rigid body. Linkages can be used for three basic tasks.(1) Rigid body guidance. A rigid body guidance mechanism is used to guide a rigid body through a series of prescribed positions in space.(2) Path generation mechanism will guide a point on a rigid body through a series of points on a specified path in space.(3) Function generation. A mechanism that creates an output motion that is a specified function of the input motion.Mechanisms may be categorized in several different ways to emphasize their similarities and differences. One such grouping divides mechanisms into planar, spherical, and spatial categories. All three groups have many things in common; the criterion which distinguishes the groups, however, is to be found in the characteristics of the motions of the links.A planar mechanism is one in which all particles describe plane curves in space and all these curves lie in parallel planes; i.e. the loci of all points are plane curves parallel to a single common planar mechanism in its true size and shape on a single drawing or figure. The plane four-bar linkage, the plate cam and follower, and the slider-crank mechanism are familiar examples of planar mechanisms. The vast majority of mechanisms in use today are planar.A spherical mechanism is one in which each link has some point which remains stationary as the linkage moves and in which the stationary points of all links lie at a common location; i.e., the locus of each point is a curve contained in a spherical surface, and the spherical surfaces defined by several arbitrarily chosen points are all concentric. The motions of all particles can therefore be completely described by their radial projections, or “shadows,” on the surface of a sphere with properly chosen center. Hooke’s universal joint is perhaps the most familiar example of a spherical mechanism.Spatial mechanisms, on the other hand, include no restrictions on the relative motions of the particles. The motion transformation is not necessarily coplanar, nor must it be concentric. A spatial mechanism may have particles with loci of double curvature. Any linkage which contains a screw pair, for example, is a spatial mechanism, since the relative motion within a screw pair is helical.机构与机器一个系统,它按预先确定的方式来传输动力完成的具体的目标也许可以被认为是机器。

外文翻译---国家公共财务管理:机构和宏观经济的思考

外文翻译---国家公共财务管理:机构和宏观经济的思考

外文文献翻译译文一、外文原文原文:Subnational Public Financial Management: Institutions andMacroeconomic ConsiderationsTransparent public financial management at the subnational level requires institutions and processes that mirror those needed at the central government level, in order to generate better accountability and competition among different subnational governments, critical elements in ensuring good governance and efficiency of decentralized administrations. Further subnational debt also has implications for overall macroeconomic stability that concerns the central government. The key components are identified, with a particular focus on subnational debt monitoring and management.Practical issues relating to effective public financial management ultimately govern whether or not there is good governance at the subnational level-hence the success or failure of different policy options. Although there is a growing literature on "fiscal rules" and subnational debt management, there has been less attention to the critical governance aspects of public financial management (although see Potter 1997, Momoniat,2001).Part of this neglect may be due to the presumption that decentralization, together with community-based decision making, would suffice in generating efficient and equitable spending decisions.Indeed, the emphasis on community participation was a feature of development strategy in the 1950s, largely driven by the Ford Foundation and U.S. foreign assistance programs. Despite a lack of significant success at the time, there has been a resurgence of the policy in recent years due to the efforts of nongovernmental organizations (NGOs).The emphasis on community-driven development was adopted as one of the cornerstones of the World Bank's Comprehensive DevelopmentFramework (World Bank, 2001). However, there is increasing evidence that weak or absent public financial management functions and institutions are likely to negate any advantages that might be inherent in bringing public services "closer" to local communities.The underpinnings of public financial management relate to the basic institutional and procedural elements that might be enshrined in a constitution, or higher level laws on the budget, or laws or agreements governing subnational operations or levels of indebtedness. In some countries, such as South Africa, where the process has been nicely sequenced, there is a set of consistent and well designed legislation covering all the areas mentioned above.In order for any level of government to take responsibility for its actions, there must be clarity in its functions, its mechanisms for appropriating funds and prioritizing and authorizing spending, and ensuring that the spending is actually carried out and accounted for. Another critical aspect relates to timely and accurate reporting to the respective legislature and any higher levels of administration. In short, questions would need to be posed concerning the transparency and accountability of a government and whether these meet minimum international standards. Quite often the consequences of subnational spending can be shifted to higher levels of government, or across generations, if there is no hard-budget constraint at a junior level of government (Rodmen, Laidback, and Eskelund, 2003). This generally translates into weak or nonexistent control over borrowing. The borrowing might be explicit, for example, through issuance of debt or contracting of loans, or indirect, such as though the buildup of arrears or accounts payable. Under different constitutional arrangements, policy responses vary from enforced controls over subnational borrowing (generally in unitary states) to voluntary agreements or rules (in federations, as well as in supranational conglomerations of states, such as the EU),to sole reliance on the strictures of the market.The case for community-based governance depends on the possibilities of local information generation together with the networks of inter-community interactions or social capital. The combination of these factors could, in principle, generate spendingtailored to local needs, with substantive local interactions in order to ensure that funds are not diverted from expressed objectives. And as stated above, international and donor agencies have raised these possibilities in the design of assistance programs. But, in practice, there are two substantives in difficulties. The first relates to whether or not there might be elite capture, and the second, that would serve to reinforce the first, relates to the type of information that is generated. In the final analysis, the case turns on the effectiveness of local service delivery and whether or not powerful local interest groups are able to garner a significant proportion of funds allocated to the localities.Bradman and Mothered (2005) discuss theoretical tradeoffs between centralized and decentralized delivery of infrastructure services. Under conditions of considerable inequality, poorer and vulnerable sections of society might be disadvantaged by community based development, as existing social and economic relations might be used by more influential groups to the disadvantage of the usual target groups (Plateau, 2004). Plateau also emphasizes the risks of the outright embezzlement of funds, in addition to wasteful or misdirected spending.These tendencies are likely to be reinforced when as described above the PFM infrastructure, especially information flows and independent audit, are weak.The evidence on community-based development is mixed, at best (see the survey by Mansur and Rae, 2004).An assessment of Social Investment Funds suggests that these have been less than successful in generation ownership” the local communities (Tender, 2000), it a mismatch between the preferences of the donors and recipients, a “fa c ade” of consultation between communities and donors through the PPA process (Francis and James, 2003).A strong conclusion by Plateau (2004) is that electorates may not be willing or able to discipline corrupt local leaders, specially if there is some trickle-down and improvement regardless of the magnitude of funds diverted. And competition among donors may make matters worse. Is proposals include a sequential disbursement of assistance, and on accurate information on the spending, together with an improved technology of fraud detection. Equally important are the effective mechanisms put inplace to prevent and punish misuse of public funds. Translate into the infrastructure of budgeting and public spending, concluding adequate and effective control and audit mechanisms.In order to meet the requirement of providing accurate and timely information to policy makers, the legislature and the broader public, there is increasing emphasis in organic budget laws around the world that the budget should comply with the principles of comprehensiveness, unity, and internal consistency. Without the associated budgeting, reporting and audit infrastructure, it is unlikely that the good governance aspects of decentralized operations would be realized.The principle of comprehensiveness requires that the budget cover all government institutions undertaking government operations, so that the budget presents a consolidated and complete view of these operations and is voted on, as a whole, by the body vested with national legislative authority. Unfortunately, in many cases, donors' demands to maintain donor funds in extra budgetary or off-budget accounts have undermined the transparency and financial discipline of government operations (Premhang,1996),and often generated parallel and uncoordinated budget systems.The principle of unity requires that the budget includes all revenues and expenditures of all government agencies undertaking government operations. This principle is important to ensure that the budget is an effective instrument to impose a constraint on total and government expenditure, and promote higher efficiency in the allocation of resources.The principle of internal consistency between different components of the budget requires, in particular, hat current expenditure needed for the maintenance and operation of past investments be fully reflected in the budget. Moreover, this principle implies that there should be no dual budget systems involving a split between current and capital (or development) spending.The principles above translate in different ways in terms of information requirements for appropriations, accounting, controls and reporting, depending on the budgeting framework in use-and we distinguish here between a continuum-based ontraditional budgeting frameworks to those on the basis of "performance or outcomes." These are discussed sequentially below.ernment AccountabilityGovernment accountability is an essential principle of democracy through which elected and unelected public officials are obligated to explain their decisions and actions to the legislature and the broader public to ensure an appropriate use of public resources.The framework for government accountability usually includes a combination of political and administrative mechanisms designed to hold public officials responsible for their Performance.Fixed terms of office and fair elections are key political mechanisms to hold policy makers accountable. It these mechanisms, he electorate could remove elected government officials if their performance is not in line with public expectations. Legal mechanisms of accountability for both elected and unelected officials include all legislation proscribing actions that public officials can and cannot take and well as sanctions against officials with unsatisfactory conduct. Precondition legal accountability is an independent judicial system.Administrative accountability mechanisms entail independent auditors and ombudsmen, on sure that public officials do not transgress mandates or misuse public monies.A community-based scheme for government accountability combining political, and administrative mechanisms has received increasing attention by international agencies.Particularly important under this scheme are the legal instruments that require input from the communities on certain government decisions or provide access to the press or the broader public to information on government activities.B. Traditional Budgeting ModelsThe traditional cycle of budget appropriations, counting, control and reporting are described for both unitary and federal states. he recent experiences of developing countries in meeting the expenditure accountability requirements of the Heavily Indebted Poor Country (HIPC) initiative are summarized in sky and Floyd (2004).The typical stages of budgeting include decisions by the administration and authorized by the elative legislature on what to spend—this is the appropriation stage. This would increasingly place in a medium-term framework to fully capture the effects of decisions that last for multiple periods.In a unitary state with subnational governments, the budget decisions would be made by the central government and approved by the national legislature.Such an arrangement would be perfectly compatible with local communities reflecting their priorities to the agents of the center for incorporation in the national list of appropriations, s well as involvement with actual implementation.In a federal system, he center would appropriate transfers for each level, which in turn would prepare their own budgets. There would then be a premium on ensuring that promised transfers-it special purpose or general, “equalization”transfers—are made in a timely manner.Under either system, a fundamental rule for preventing rent seeking and ensuring accountability, throughout the entire budget process, is that there should be no spending without adequate appropriations and financing arrangements. In countries with the old Francophone PFM systems, funding could be provided to public entities without appropriations during the budget execution process, and “legalized” as an ex post appropriation in the budget of the subsequent year. This practice clearly weakens the possibilities of ensuring government accountability.A typology of classification of borrowing controls described by Ter-Minassian (1997), refers to four broad "stylized" categories: (1) market discipline; (2) rules-based controls; (3) administrative controls; and (4) cooperation between different levels of Government.Market disciplineSome countries rely exclusively on capital markets to restrain subnational borrowing. In this case, the central government would not set any limits on subnational borrowing and local governments are free to decide amounts, sources and uses of borrowing. Provinces in Canada as well as U. S. states have the right to borrow with no central review or control. Similarly, in Argentina, all levels ofgovernment are permitted to borrow both domestically and abroad.Markets have been myopic, as in the case of Argentina, and in many parts of the world, inadequate capital markets at the local level are inadequately developed to conceive of extensive reliance on market-based borrowing, or the ability of markets to discipline subnational government. Moreover, it is increasingly becoming clear that the ratings agencies, where they operate at the subnational level, evaluate all the public financial management criteria described above, as well as the overall design of intergovernmental system.Subnational governments may however decide on their own to adopt a fiscal rule in an attempt to enhance their credit standing in the market. Such self-imposed rules are found for example in Canada, Switzerland, and the United States. In these countries, sensational governments have generally direct access to financial markets to meet their borrowing requirements, and there are few precedents of bailouts of insolvent subnational governments by the central government; hence their desire to maintain a favorable credit rating in the markets. More recently, Argentina sought to follow this approach with the introduction of a Fiscal Responsibility Law and the establishment of a Federal Council for Fiscal Responsibility.Rules-based approachIn some cases, his central government might try to contain subnational borrowing by imposing a fiscal rule. Both federal and unitary states have relied on various standing rules specified in the constitution or in laws to control subnational borrowing, in an effort to confer credibility for the conduct of macroeconomic policies. Such rules introduce a constraint on fiscal policy to guarantee that fundamentals will remain predictable and robust regardless of the government in charge.Enforcing borrowing controlsThree basic mechanisms are used by countries to enforce borrowing controls at the subnational level: (1) market discipline (2) intergovernmental entities operating with in a cooperative arrangement (3) administrative procedures carried out by an entity of the public sector.This paper focuses on the institutional and procedural backbone of decentralizedgovernance. It illustrates that decentralization relying solely on community safeguards will generally be insufficient to ensure pro-poor spending, and that there needs to be concomitant emphasis on the generation of accurate and timely information on the actual spending, if not on the outcomes. This needs to be supplemented by effective mechanisms to detect, prevent, and punish misuse of resources or diversion of funds.Even with adequate monitoring of subnational spending, there has to be an emphasis on the effects of such spending, particularly the incurring of debt and other contingent liabilities, on overall macroeconomic aggregates. Again, the implementation of orderly macroeconomic adjustments will rely on the nature of the public financial management infrastructure at all levels of government.Source: Ehtisham Ahmad, Maria Albino-War, and Raju Singh. Subnational Public Financial Management: Institutions and Macroeconomic Considerations. IMF Working paper,2005(108),pp.1-26.二、翻译文章译文:国家公共财务管理:机构和宏观经济的思考中央政府在透明的公共财政管理过程中,需要地方一级机构的配合,这反映了其职能的需要,同时为了能和地方政府创造更好的下放管理效率,确保良好的问责制和竞争机制是关键因素。

常用国内国际单位、协会、机构名称英文翻译大全

常用国内国际单位、协会、机构名称英文翻译大全

教科文卫体委员会
Committee of Education, Science, Culture, Health and
Sports
社会和法制委员会
Committee for Social and Legal Affairs
民族和宗教委员会
Committee for Ethnic and Religious Affairs
宪法修改委员会
Committee for Revision of the Constitution
国家发展和改革委员会
National Development and Reform Commission
国家经济贸易委员会
State Economic and Trade Commission
国防科学技术工业委员会
中国民主促进会(民进)
China Association for Promoting Democracy
中国农工民主党
Chinese Peasants and Workers Democratic Party
中国致公党
China Zhi Gong Dang
九三学社
Jiu San Society
台湾民主自治同盟(台盟)
省 直辖市 自治区 特别行政区 地级市 县 区 镇 自治州、自治区、自治县 省会 中国共产党 中国共产党中央委员会 中国人民政治协商会议
中华人民共和国国务院 中央军委 全国代表大会 第一届中央全会(一中全会) 社区 院 Yard 村 Vallage 巷/弄 Lane 楼/栋 Building 街 Street 信箱 Mailbox
中央翻译局
Compilation and Translation Bureau, CCCPC

机器人机构设计中英文对照外文翻译文献

机器人机构设计中英文对照外文翻译文献
机器人机构设计中英文对照外文翻译文献
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FEM Optimization for Robot Structure
Wang Shijun, Zhao Jinjuan*
Department of Mechanical Engineering, Xi'anUniversity of Technology
Shaanxi Province, People's Republic of Chinarobot is a kind of machine, which is controlledby computers. Because efficiency and maneuverabilityare higher than traditional machines, industrial robot isused extensively in industry. For thesakeof efficiencyand maneuverability, reducing mass and increasingstiffness is more important than traditional machines,instructure design of industrial robot.
Fig. 1 shows the main framework of a parallel robot withthree bars. When the length of three bars are changed,conjunct end of three bars can follow a given track,where robot handisinstalled. Coreof top beamistriangle, owing to three bars used inthedesign,whichisshowed in Fig.2. Use of three bars makes top beamnonsymmetrical along the plane that is defined by twocolumns. According to a qualitative analysis from Fig.1,Stiffness values along z-axis are different at three jointlocations on the top beam and stiffness at the locationbetween bar 1 and top beam is lowest, which isconfirmed by computing results of finite element, too.According to design goal, stiffness difference at threejoint locations must he within a given tolerance.Inconsistent of stiffness will have influence on themotion accuracy of the manipulator under high load,soit is necessary to find the accurate location of top beamalong x-axis.

机构概况描写英文作文

机构概况描写英文作文

机构概况描写英文作文英文:I would like to introduce our institution to you. Our institution is a leading educational organization in our city, providing a wide range of educational services to students of all ages. We have been in operation for over 20 years and have established a reputation for excellence in education.Our institution offers a variety of programs, including language courses, test preparation courses, academic tutoring, and extracurricular activities. Our language courses include English, French, Spanish, and Chinese. We also offer test preparation courses for standardized tests such as TOEFL, SAT, and GRE. Our academic tutoring services cover a wide range of subjects, including math, science, and humanities. In addition, we provide a variety of extracurricular activities, such as music, art, and sports.Our institution has a team of experienced and dedicated teachers who are committed to providing quality education to our students. Our teachers are passionate about teaching and have a wealth of experience in their respective fields. They use a variety of teaching methods to ensure that students learn effectively and enjoyably.We also have a modern and well-equipped campus, with state-of-the-art facilities and resources. Our classrooms are spacious and comfortable, and our technology resources are up-to-date. We also have a library with a large collection of books and online resources.In summary, our institution is a leading educational organization that provides a wide range of educational services to students of all ages. We have a team of experienced and dedicated teachers, modern facilities, and a reputation for excellence in education. We are committed to helping our students achieve their academic and personal goals.中文:我想向您介绍我们的机构。

机械类外文文献翻译--认识曲柄摇臂机构设计最优传动方法

机械类外文文献翻译--认识曲柄摇臂机构设计最优传动方法

中文1697字NOVEL METHOD OF REALIZING THE OPTIMAL TRANSMISSION OF THE CRANK-AND-ROCKER MECHANISM DESIGN Abstract: A novel method of realizing the optimal transmission of the crank-and-rocker mechanism is presented. The optimal combination design is made by finding the related optimal transmission parameters. The diagram of the optimal transmission is drawn. In the diagram, the relation among minimum transmission angle, the coefficient of travel speed variation, the oscillating angle of the rocker and the length of the bars is shown, concisely, conveniently and directly. The method possesses the main characteristic. That it is to achieve the optimal transmission parameters under the transmission angle by directly choosing in the diagram, according to the given requirements. The characteristics of the mechanical transmission can be improved to gain the optimal transmission effect by the method. Especially, the method is simple and convenient in practical use.Keywords:Crank-and-rocker mechanism, Optimal transmission angle, Coefficient of travel speed variationINTRODUCTIONBy conventional method of the crank-and-rocker design, it is very difficult to realize the optimal combination between the various parameters for optimal transmission. The figure-table design method introduced in this paper can help achieve this goal. With given conditions, we can, by only consulting the designing figures and tables, get the relations between every parameter and another of the designed crank-and-rocker mechanism. Thus the optimal transmission can be realized.The concerned designing theory and method, as well as the real cases of its application will be introduced later respectively.1ESTABLISHMENT OF DIAGRAM FOR OPTIMAL TRANSMISSION DESIGNIt is always one of the most important indexes that designers pursue to improve the efficiency and property of the transmission. The crank-and-rocker mechanism is widely used in the mechanical transmission. How to improve work ability and reduce unnecessary power losses is directly related to the coefficient of travel speed variation, the oscillating angle of the rocker and the ratio of the crank and rocker. The reasonable combination of these parameters takes an important effect on the efficiency and property of the mechanism, which mainly indicates in the evaluation of the minimum transmission angle.The aim realizing the optimal transmission of the mechanism is how to find the maximum of the minimum transmission angle. The design parameters are reasonably combined by the method of lessening constraints gradually and optimizing separately. Consequently, the complete constraint field realizing the optimal transmission is established.The following steps are taken in the usual design method. Firstly, the initial values of the length of rocker 3l and the oscillating angle of rocker ϕ are given. Then the value of the coefficient of travel speed variation K is chosen in the permitted range. Meanwhile, the coordinate of the fixed hinge of crank A possibly realized is calculated corresponding to value K .1.1 Length of bars of crank and rocker mechanismAs shown in Fig.1, left arc G C 2 is the permitted field of point A . Thecoordinates of point A are chosen by small step from point 2C to point G .The coordinates of point A are 02h y y c A -= (1)22A A y R x -= (2)where 0h , the step, is increased by small increment within range(0,H ). If the smaller the chosen step is, the higher the computational precision will be. R is the radius of the design circle. d is the distance from 2C to G .2c o s )2c o s (22c o s 33ϕθϕϕ⎥⎦⎤⎢⎣⎡--+=l R l d (3) Calculating the length of arc 1AC and 2AC , the length of the bars of themechanism corresponding to point A is obtained [1,2].1.2 Minimum transmission angle min γMinimum transmission angle min γ(see Fig.2) is determined by the equations [3]322142322m i n 2)(c o s l l l l l l --+=γ (4) 322142322m a x 2)(c o s l l l l l l +-+=γ (5) m a x mi n 180γγ-︒=' (6) where 1l ——Length of crank(mm)2l ——Length of connecting bar(mm)3l ——Length of rocker(mm)4l ——Length of machine frame(mm)Firstly, we choose minimum comparing min γ with minγ'. And then we record all values of min γ greater than or equal to ︒40 and choose the maximum of them.Secondly, we find the maximum of min γ corresponding to any oscillating angle ϕ which is chosen by small step in the permitted range (maximum of min γ is different oscillating angle ϕ and the coefficient of travel speed variation K ).Finally, we change the length of rocker 3l by small step similarly. Thus we may obtain the maximum of min γ corresponding to the different length of bars,different oscillating angle and the coefficient of travel speed variation K.Fig.3 is accomplished from Table for the purpose of diagram design.It is worth pointing out that whatever the length of rocker 3l is evaluated, the location that the maximum of min γ arises is only related to the ratio of the length of rocker and the length of machine frame 3l /4l , while independent of 3l .2 DESIGN METHOD2.1 Realizing the optimal transmission design given the coefficient of travelspeed variation and the maximum oscillating angle of the rockerThe design procedure is as follows.(1) According to given K and ϕ, taken account to the formula the extreme included angle θ is found. The corresponding ratio of the length of bars 3l /4l is obtained consulting Fig.3.︒⨯+-=18011K K θ (7) (2) Choose the length of rocker 3l according to the work requirement, the length of the machine frame is obtained from the ratio 3l /4l .(3) Choose the centre of fixed hinge D as the vertex arbitrarily, and plot an isosceles triangle, the side of which is equal to the length of rocker 3l (see Fig.4), andϕ=∠21DC C . Then plot 212C C M C ⊥, draw N C 1, and make angleθ-︒=∠9012N C C . Thus the point of intersection of M C 2 and N C 1 is gained. Finally, draw the circumcircle of triangle 21C PC ∆.(4) Plot an arc with point D as the centre of the circle, 4l as the radius. The arc intersections arc G C 2 at point A . Point A is just the centre of the fixed hinge of the crank.Therefore, from the length of the crank2/)(211AC AC l -= (8)and the length of the connecting bar112l AC l -= (9)we will obtain the crank and rocker mechanism consisted of 1l , 2l , 3l , and 4l .Thus the optimal transmission property is realized under given conditions.2.2 Realizing the optimal transmission design given the length of the rocker (or the length of the machine frame) and the coefficient of travel speed variationWe take the following steps.(1) The appropriate ratio of the bars 3l /4l can be chosen according to given K . Furthermore, we find the length of machine frame 4l (the length of rocker 3l ).(2) The corresponding oscillating angle of the rocker can be obtained consulting Fig.3. And we calculate the extreme included angle θ.Then repeat (3) and (4) in section 2.13 DESIGN EXAMPLEThe known conditions are that the coefficient of travel speed variation1818.1=K and maximum oscillating angle ︒=40ϕ. The crankandrockermechanism realizing the optimal transmission is designed by the diagram solution method presented above.First, with Eq.(7), we can calculate the extreme included angle ︒=15θ. Then, we find 93.0/43=l l consulting Fig.3 according to the values of θ and ϕ.If evaluate 503=l mm, then we will obtain 76.5393.0/504==l mm.Next, draw sketch(omitted).As result, the length of bars is 161=l mm,462=l mm,503=l mm,76.534=l mm.The minimum transmission angle is︒=--+=3698.462)(arccos 322142322min l l l l l l γ The results obtained by computer are 2227.161=l mm, 5093.442=l mm, 0000.503=l mm, 8986.534=l mm. Provided that the figure design is carried under the condition of the Auto CAD circumstances, very precise design results can be achieved. 4 CONCLUSIONS A novel approach of diagram solution can realize the optimal transmission of the crank-and-rocker mechanism. The method is simple and convenient in the practical use. In conventional design of mechanism, taking 0.1 mm as the value of effective the precision of the component sizes will be enough. REFERENCES [1]Shigley J E,Uicher J J. Theory of Machines and Mechanisms [M].New York: McGraw-Hill Book Company,1980. [2]天津大学. 机械原理[M].北京:人民教育出版社,1997. [3]孙桓. 机械原理[M].北京:高等教育出版社,1996.译文:认识曲柄摇臂机构设计最优传动方法摘要:一种曲柄摇臂机构设计的最优传动的方法被提出。

展览馆建筑介绍(外文翻译)

展览馆建筑介绍(外文翻译)

2010世博会博览馆,上海,中国THE POLISH EXPO 2010 EXPOSITION PA VILION ,SHANGHAI,CHINA建筑设计:WWA建筑师事务所ARCHITECTS:WWA Architects参观者所选择的路线会影响他们对建筑物结构和内部装潢的审视。

这条路线符合建筑的逻辑。

入口是在建筑室内和室外相间的地方,从各展览厅规划的广场很容易到达。

部分屋顶是叠合起来的,这样可以允许放一个露天餐厅,并为排队等候的参观者提供了这样工具。

正对入口的大厅包括了信息中心、餐厅和商店。

之后参观者就会达到最高的展厅。

这是个充满了透过墙面镂空花纹而照射进来的阳光的地方,形成了“亮度对比”的效果,展馆的内部墙壁也可以用来作为播放体现波兰城市生活影片的屏幕。

因此,建筑的内部将会创造一个背景供表演使用,比如直接描绘波兰经典的城市生活。

表演大厅的入口之上就是这个区域的入口。

辅助功能被设置在建筑的最底层,由坡道可以直通屋顶。

沿着路线继续前行,参观者进入了一个城市未来主题展览区。

底层的木制地板缓缓上升,呈阶梯状变成了可以观看表演的观众席。

阶梯还将观众引导至展览坡道。

坡道悬浮在展馆空中通向建筑夹层中设置的波兰设计和当地酒吧。

最后的坡道通往屋顶的观景点。

从这里开始参观者开始向下的台阶,沿着有绿色植物或建筑构成的路线,到达了他们的起点展馆的入口。

反方向的参观路线也经过精心的设计。

倾斜的屋面为安排露天电影、戏剧或音乐会提供了可能。

外文:The outside structure of the pavilion and its reflection in the proposed arrangement of its inside functions impose on the visitors taking and following a route which is consistent withthe logic of the building. The entranceway ——an interlude betweenan inside and outside body of the construction, is accesible from the square marked out between the pavilions . The partial roof created by the fold in the building ,allows for arranging an open-air restaurant as well as for providing the queues of visitors a shelter from the elements . The entrance opens onto the hall containing the information centre , a restaurant , and a shop . Next the visitos proceed to the main ,full-height exhibition area of the pavilion . It is the space painted with the light filtering through the cut-out patterns of the elevation creating a〝chiarocuro〞effect, but also the place where thr inner ,solid wallsof the pavilion can function as screenson which the screens of polish city life are projected . consequently ,the inner of the building will creat a background for scheduled performances and presentations,e.g.directly connected with depicting the life of a typical Polish marked place . The concert hall which is located above the entranceway roof can be accessed from this area . auxiliaryfunctions have been designed in the lowest part of the building, under the ramp leading onto the rooftop.Continuing the route the visitors enter the area of the exhibition proper ,devoted to the future of the citise . The wooden, ground-level floor is gradually rising , acquiring the form of terraced stairs and becoming an auditorium for performance taking place below. The stairs take the visiters onto the exhibition ramp, suspended in the pavilion space and leading to the mezzanine where the exhibition of Polish design and an additional bar are to be located. The last strech of the ramp leads onto the roof level——the viewing spot . From here ,the visitors can begin their descent on the rooftop, following the line of greenery elements or small architectural forms until they reach their starting point ——the entrance to the pavilion. The opposite direction of sightseeing may be considered as well. The sloping rooftop creats the possibility of arranging an open-air film shows ,theatical performances or concerts.出自《世界建筑》11/2009 机遇之地:波兰P80-P83 出版社:世界建筑杂志社波士顿会议和展览中心Boston Convention and Exhibition Center建筑设计师:拉斐尔•维诺里位于南波士顿中心的临水地区,新的BECE代表了城市进入会议设施市场的顶端。

机床——机械类外文文献翻译、中英文翻译

机床——机械类外文文献翻译、中英文翻译

毕业设计(论文)外文资料翻译系部:专业:姓名:学号:外文出处:English For Electromechanical(用外文写)Engineering附件:1.外文资料翻译译文;2.外文原文。

附件1:外文资料翻译译文机床机床是用于切削金属的机器。

工业上使用的机床要数车床、钻床和铣床最为重要。

其它类型的金属切削机床在金属切削加工方面不及这三种机床应用广泛。

车床通常被称为所有类型机床的始祖。

为了进行车削,当工件旋转经过刀具时,车床用一把单刃刀具切除金属。

用车削可以加工各种圆柱型的工件,如:轴、齿轮坯、皮带轮和丝杠轴。

镗削加工可以用来扩大和精加工定位精度很高的孔。

钻削是由旋转的钻头完成的。

大多数金属的钻削由麻花钻来完成。

用来进行钻削加工的机床称为钻床。

铰孔和攻螺纹也归类为钻削过程。

铰孔是从已经钻好的孔上再切除少量的金属。

攻螺纹是在内孔上加工出螺纹,以使螺钉或螺栓旋进孔内。

铣削由旋转的、多切削刃的铣刀来完成。

铣刀有多种类型和尺寸。

有些铣刀只有两个切削刃,而有些则有多达三十或更多的切削刃。

铣刀根据使用的刀具不同能加工平面、斜面、沟槽、齿轮轮齿和其它外形轮廓。

牛头刨床和龙门刨床用单刃刀具来加工平面。

用牛头刨床进行加工时,刀具在机床上往复运动,而工件朝向刀具自动进给。

在用龙门刨床进行加工时,工件安装在工作台上,工作台往复经过刀具而切除金属。

工作台每完成一个行程刀具自动向工件进给一个小的进给量。

磨削利用磨粒来完成切削工作。

根据加工要求,磨削可分为精密磨削和非精密磨削。

精密磨削用于公差小和非常光洁的表面,非精密磨削用于在精度要求不高的地方切除多余的金属。

车床车床是用来从圆形工件表面切除金属的机床,工件安装在车床的两个顶尖之间,并绕顶尖轴线旋转。

车削工件时,车刀沿着工件的旋转轴线平行移动或与工件的旋转轴线成一斜角移动,将工件表面的金属切除。

车刀的这种位移称为进给。

车刀装夹在刀架上,刀架则固定在溜板上。

溜板是使刀具沿所需方向进行进给的机构。

注射模小型抽芯机构的设计外文翻译、中英文翻译、外文文献翻译

注射模小型抽芯机构的设计外文翻译、中英文翻译、外文文献翻译

翻译原文一:Design of Small Core DrawingMechanism for Injection MouldWu Guang ming(Dongguan Science and Technical School, of Guang Dong province Dongguan 523000)Abstract: Four kinds of small and nimble core drawing mechanism for injection mould of case type plastic items are introduced in details.Key words: injection mould, core drawing, sliding blockCase type plastic items play an important role in the production of modern plastic-electronic items. In general, knots sometimes together with a bolt are used to enhancer and smooth the surface of the electronic products. A mould often holds several work pieces, and core drawing is used many times in just one work piece. If we use traditional outside slanting pillar or inside slanting slide block in core drawing, the mechanism of the mould would be very complicated. In practice,Figure 11. moving die insert2. moving die pate3. spring4. core slide block5. fixed die insert6. fixed die plate7. lock insert block8. center pin 9. spring 10.fixed plate of moving dieaccording to the property that the stroke of core drawing of plastic items is very short, several kinds of core drawing mechanisms are designed as follows.1 Outside core drawing mechanismOutside core drawing mechanism as in Fig.1 is similar to traditional slanting pillar core drawing mechanism, Because of the short stroke of core drawing, slanting pillar is removed. Lock insert block 7 and core slide block 4 serve together to accomplish the action of reset and lock. When the mould is opened, moving die and fixed die are parted and core slide block 4 finishes core drawing under control of spring 3. Center pin 8 is used to locate the core slide block. Core slide block 4 has T guide way machined to ensure the accuracy of core drawing movement.Figure 21. moving die insert2. center pin3. core slide block4. fixed die insert5. lock insert6. fixed die plate7. spring8. moving die plate2 Inside core drawing mechanismSlanting slide block detached core drawing or drawing or slanting thimble are often used in traditional inside core drawing mechanisms. It is hard to machine.Because the distance of friction movement of slanting slide pole is long, and friction device is hidden in the middle of the mould, it is difficult to lubricate and the slanting slide pole tends to be easily worn down. Slanting slide block inside drawing mechanism in Fig.2 solves this problem well. When the dies are closed, core slide block 3 resets under the influence of lock insert 5. When the dies are opened, block 3 and lock insert 5 is parted and block 3 finishes core drawing under control of spring 7. Center pin 2 is used to locate the core slide block. The whole mechanism is dependent and easy to machine.3 Compound mechanism that core draws inside and outside at the same timeWhen a mould holds several different work-pieces and has to be core drawn inside and outside at the same time, compound core drawing mechanism illustrated in Fi.3 can be used. The picture shows the state when the dies are closed. TheFigure 31.moving die insert2.spring3. outside core insert4. fixed die insert5.fixed die plate6. lock insert7. fixed die insert8. moving die insert9.inside core insert 10. core slide block 11. center pin 12. moving die plateslants of lock insert 6 and core slide block 10 cooperate to reset and lock the core. When the dies are opened, core slide block 10 finishes inside and outside core drawingat the same time under control of spring 2. The position is limited by center pin 11. To make the core easily machined and conveniently maintained, the core can be made to be assembled. When two different cases need core drawing outside at the same time, compound mechanism in Fig.4 can be used. With the use of two slanting insert blocks, the mechanism is simplified, and the strength condition on lock insert is greatly improved.4 A simplified core drawing mechanismFor outside core drawing whole mould space is not so large, a simplified mechanism as shown in Fig.5 can be used. When the dies are closed, slanting slide block 3 oppresses spring 6 and resets under the influence of fixed die insert 1.Figure 41. moving die insert2. fixed die plate3. spring4. moving die plate5. spring6. core slide block7. fixed die insert8. fixed die plate9. lock insert 10. fixed die insert 11. core slide block12.spring 13.spring 14.moving die insertTwo guide pins 5 serve to guide. When the dies are opened, moving die insert 1 is parted from moving plate 4 and slanting slide block 3 slides up along guide pin 5 to finish core drawing under influence of spring 6. Core drawing is accomplished in one instant so that the time of opening mould is shortened and the productivityis improved. This kind of core drawing mechanism can be changed to be used for fixed mould core drawing.It has been proved by practice that core drawing mechanisms illustrated above are simple and dependent. We are easy to maintain and the production costs are greatly reduced. But in practice we must check the elasticity of springs from time to time in case they are out of use.Figure 51. fixed die insert2. moving die insert3. slanting slide block4. moving die plate5. guide pin6. spring7. blot译文一:注射模小型抽芯机构的设计吴光明东莞理工学校(广东东莞52300)摘要:介绍了外壳类塑件注射模设计生产中,行程较短抽芯的几种简单、灵巧的抽芯机构,可为类似塑件的注射模设计提供帮助。

吸嘴的构造及功能外文文献翻译、中英文翻译、外文翻译

吸嘴的构造及功能外文文献翻译、中英文翻译、外文翻译
采用中置二扫盘加中置卧刷滚扫装置的清扫车,由于扫盘间距偏窄(清扫宽度约为2.2m)清扫能力相对较低。通常其吸入粒度较小,二次污染较大,故清扫速度不宜过高,只适宜清扫城市
道路或灰尘较少的沥青路面两侧。根据高等级公路路面性质、路面状况、地理环境和气候等因素,合理选用清扫车吸扫装置的结构及布置形式,是提高路面清扫效率的首要问题。最佳作业速度的选择与控制如何选择和控制清扫车主车的行驶速度和驱动清扫工作装置的转速,对清扫使用效能有着直接的影响。实践证明,灰尘覆盖量和尘埃粒度大小、路面干燥程度和湿度状况是调节、改变行驶速度与工作转速的主要依据。通常,由于城市道路较窄,行人和障碍较多,故清扫城市道路时,其行驶速度一般应控制在5~6 km/h;对于高等级公路路面,特别是高速路面,其清扫行驶速度应提高到5~20 km/h,保洁行驶速度则可高达15~30 km/h。
2提商对密度大、多而厘、有粘性的垃圾的吸力沙土型垃圾比较湿,压实后对地面具有一定的附着力,传统型吸嘴需靠提高风机转速才能吸干净。新型吸嘴尾部加装卧式扫刷(如图Zb)就能提高清扫效率。卧式扫刷装在吸嘴后部,由5把圆形扫刷固定在心轴上,液压马达带动心轴使扫刷高速旋转。如果垃圾具有一定的粘性,真空吸力不足以克服垃圾对地面附着力,需通过扫刷的滚动,使垃圾扬起,真空吸力作用面积增大。根据压强、压力公式F-尸XS压强不变,作用面积加大,压力就变大,这样在相同的风机转速下,箱内的气体压强一致,垃圾受到的真空吸力(即压力)就大,就容易被抽吸进垃圾箱体。此种机构清扫潮湿地面上枯枝烂叶特别有效。根据试验结果,两种吸嘴在相同路面作业时,新3提高滚轮的使用寿命,降低使用成本新型吸嘴尾部和车架之间装有悬挂拉簧、调节筒和链条。安装时,先调节好链条长度,保持拉直状态,使前后滚轮着地。调节筒由两端左右旋螺杆和中部套筒组成,旋转套筒使拉伸弹簧拉长,直到弹簧拉力接近而略小于吸嘴的重力。吸扫式路面清扫车具有路面清扫范围宽、连续工作里程长、清扫保洁效率高、适应性好等特点。由于其吸扫装置对微细垃圾及尘埃具有良好的吸拾、除尘和输送效果,有效减少了清扫对环境的污染,同时能满足高等级公路快速往返和低速作业的要求,因而是高等级公路路面保洁最理想的清扫设备。

土木工程专业 办公楼机构设计 外文翻译

土木工程专业 办公楼机构设计 外文翻译

毕业设计外文翻译设计题目:宁波高新设计院办公楼结构设计与专项施工方案编制学院名称:建筑工程学院专业:土木工程2011 年 1 月7 日外文文献一:Assessment of seismic resistance of masonry structures including boundary conditionsEmı´lia Juha´sova´a,*, Milan Hura´ka, Zbigniew ZembatybA ICA Slovak Academy of Sciences, Bratislava, Slovak RepublicB University of Opole, Opole, PolandAbstract The paper is devoted to the investigation of seismic response of the masonry structure and describes experiences with modelling of boundary conditions during the test of large heavy model on 6DOF shaking table. The main aim of the research was how to increase dynamic resistance capacity of old masonry buildings including the medium and strong seismic effects. The results of theoretical and numerical analyses are compared including initial forecasting calculations made before any test started. The emphasis is given to the boundary conditions reached during the excitation of the large masonry model via shaking table. Strengthening and retrofitting procedures and their effects are discussed when special fibre mortar is used for repair and strengthening of masonry parts of structure.@ 2002 Elsevier Science Ltd. All rights reserved.Keywords: Brick masonry; Shaking table; Seismic response; Fibre mortar; Boundary conditions; Dynamic calculations1. IntroductionMany old masonry structures belong to cultural heritage.Not only individual structures but also old central parts of towns create unity that should be saved for future generations. Their basic structural systems consist mostly from brick and/or stone masonry and wooden parts. The connecting mortar is a lime mortar that according the age and the impact of environment usually has very low strength. The floor systems are either wooden or vaulted.After some period of time each structure is the subject of restoration and reconstruction. The time of reconstruction makes an opportunity to increase dynamic resistance of historical or other old masonry buildings. The retrofitted structure must fulfil the demands of National Standards or (in CEN countries) appropriate Parts of Eurocode 1 and 8. Therefore, it is important to choose and apply appropriate measures that actually increase total resistance and the lifetime of a specific masonry structure. To reach such aim the respective analysis, static and dynamic tests are needed to verify and validate that the proposedinterventions are beneficial and acceptable.2. Basic features of model, test procedure and resultsThe most appropriate method to investigate seismic effects on masonry structures would be the measurement of real structure response during earthquake or intensive artificial seismic excitation. As for many reasons this is difficult and many times impossible, therefore, it is worth to provide seismic tests on large models. The seismic tests of such type were performed in ISMES Seriate, Italy [1–4].The mass of tested model was limited by the capacity of the used ISMES Master shaking table. The table has possibility to apply up to six seismic input components—three translate and three rotation ones. As far as the masonry structure can be scaled only in a limited range, the basic dimension scale 1:2 was applied. Next used scales were 1:1 for stresses, Young’s moduli and accelerations; 2:1 for masses (densities) and 1:2 for time. Scaling of masses was done, while keeping the same structure material, with adding discrete masses, proportionally distributed through the model. The added mass resulted in doubling the total mass of the model.The scaled time was applied during the execution of tests on the shaking table.The model was designed as asymmetrical one with two rooms in the first storey and one room in the second one. The floor above the first storey comprises a brick vault above one room and the wooden floor (one beam and boards) above the other room. Two doors and one window were finished with brick arches. The wooden floor of the second storey was similar to that in the first storey but it was supported with two wood beams. The windows of the second storey were constructed with wooden lintels. No plaster was applied to the model in the first stage of tests (original model). Masonry was built from Dutch bricks that are of smaller dimensions in comparison with usual Central Europe solid bricks. Thus, the wall of 23 cm thickness and two bricks modulus replaced the wall original thickness of 45 cm with three bricks modulus. The applied lime mortar was purposely of weak strength in order to simulate old mortars. Its compression strength varied in range 0.85– 1.0 MPa. The lime mortar properties including the effect of age were verified by tests on prism and cube samples. Thirty-two accelerometers were installed on the model and the shaking table to monitor excitation and dynamic response (Fig. 1).The earthquake like seismic tests used three component seismic input along axes x, y, z.Special tuning procedure completed the test. The actual seismic excitation and control input applied to the actuator mechanism differs substantially in case of heavy model, when the model weight is comparable with the weight of shaking table platform. The applied earthquake like inputs were based on a catalogue record of USA earthquake with magnitude M 7.5 recorded on July 30th 1972 in Alaska at Sitka. The criterion for choosing just this one seismic record was that it contained enough contribution of high frequency components needed to easier excite stiff masonry structure as well as the fact that such higher frequency components better correspond to stiff subsoil. The general behaviour of the model observed during the seismic tests suggests that the dynamic similarity laws were sufficiently properly fulfilled. Scale of dimensions 1:2 and scale of masses 2:1 proved to be successful in a series of tests on the same shaking table [5]. The success of modelling can be measured, to some extend, by comparing n atural frequencies of ‘empty’ model (without additional masses) with the natural frequencies of the intact model with masses. By the laws of similitude, the ratio of these frequencies should be equal 2 = 1.41. For the first two main natural frequencies on the basis of transfer functions, this ratio was equal to 1.43 and 1.45, respectively.3. Dynamic properties and seismic response calculationsResults of earthquake input tests of original model gave information about successive cracks development with increasing intensity of loading (0 dB corresponds to full actual earthquake). The cracks appeared in damaged attic and in shear zones like cross-cracks above windows and doors. The crack in arch above the window of the first storey activated the model right corner separation at its bottom.When the model was seriously damaged, but still capable for repairing, the seismic tests of original model were stopped.The retrofitting procedure applied special lime cement fibre plaster reinforced by plastic grids. The used plaster had compression strength 12–17 MPa and together with Tensar plastic grids create partial local jacketing of the model.The applied mineralised polypropylene fibre DIMAPOS is especially produced for fibre concrete or fibre mortar. This synthetic fibre of staple type is produced from isotactic polypropylene. The fibre has circular cross-section and its surface is hydrophilysed. Its basic properties in concrete and plaster products are: substantial decrease of cracks created during prematuring and in ready product; higher impact toughness (200% increase); lower abrasion of the product surface; higher resistance against fracture of edges; higher surface hardness (about 15% increase) and higher resistance against penetration; lower thermal conductivity (about 13% decrease); higher tension strength in bending (about 10–15% increase); lower water seepage, higher frost resistance; higher resistance of fibre against alkali, acids and solvents. Properties of tested fibre mortar samples confirmed that they have much higher resistance against origin of cracks and their development.Tensar plastic grids are originally addressed for use in geotechnical structures. Tensar grids of high strength polymers are produced by stretching punched sheets under controlled heating. During stretching the randomly oriented long-chain polymer molecules are drawn to an ordered and aligned state which increases the tensile strength and stiffness of the grids. The grids are not attacked by any aqueous solutions of acids, alkalis and salts or petrol and diesel fuel at ambient temperatures and are not susceptible to hydrolysis, environmental stress cracking or microbiological attack. They are also formulated to resist ultraviolet degradation [8].The repaired model was again subjected to shaking table tests. Results of repaired model tests and observed development of new cracks showed the behaviour with considerably higher seismic resistance comparing to the behaviour of original model. Actually, the creation of cracks was shifted to those parts of walls where no retrofitting procedure was applied.During the larger intensity earthquake tests the created horizontal cracks in non-stiffened zones of model started to open and close, but without any danger of failure. Vertical cracks in stiffened zones appeared only during the last run of test. The same concerns the masonry vault where retrofitted part recorded only slight cracks in comparison with the other—untouched part. Contribution of fibre lime cement plaster to the vault integrity can be seen in Fig. 3. The repaired part—in front of vault recorded only one crack that appeared at the end of test.The promising main result is that the seismic resistance of retrofitted model remarkable increased in comparison with the resistance of original model. Also the attic withstood the earthquake input without damage, only the top additional masses started to separate from the walls at the end of the test. The maximum space intensity of excitation applied during the tests reached peak acceleration of 3.68 m/s2 for original model and 6.95 m/s2 for repaired model. It corresponds to Modified Mercalli intensities of IX and X, respectively. Either the model was tested for quite wide range of real earthquake intensities, the seismic resistance of the repaired model increased approximately twice comparing to the original one.Fig. 3. Cracks in the vault of masonry model—after the test of repairedmodel.4. Boundary conditions in view of 6DOF shaking table inputs Really strongEarthquakes are at present more or less successfully and almost exclusively registered by seismic accelerometers that record two mutually perpendicular horizontal components and a vertical one. With multicomponent shaking tables there arise both problems of the boundaries in the mechanical and in the electrohydraulic parts of the system. The model—shaking table interaction effect increases when the mass of model is high and the model itself is very stiff. Description of such interaction is very clear when following the harmonic seismic response through sweep sine test with constant input acceleration. Fig. 4 shows transfer functions related to translate and rotation components of used 6DOF shaking table with connected masonry model. Optimal situation should be zero values for all components excluding excitation unit input— in longitudinal X direction.Sweep sine test is the first approach how to check the model—shaking table interaction. Next steps can lead to simulation of either three or six component seismic motion that corresponds to actual earthquake. If there is no knowledge about rotation components, the rotations are supposed to be zero or of minimum values. Iterative procedure in control is nowadays frequently applied. In this method the input signal is adjusted after each test, until the required table motion is achieved. Recent advances in technology make possible to compensate for system nonlinearity at much higher frequencies and using more sophisticated control algorithms, to implement real-time adaptive control. Promising minimal control synthesis (MCS) algorithm has representative property to utilise only minimum of initial input information regarding controlled system [9–11].Fig. 4. Transfer functions of used 6DOF shaking table with masonry model excited in X direction.The considered structure of the controlled system is described by the state equation:where {A,B} contain unknown, in time varying parameters of the system, x is state vector (it is considered to be measurable), u is control vector and d is unknown vector of disturbances.MCS control algorithm is then givenwhere K and Kr are adaptive MCS amplifications and r is reference (asked) vector.Another option is the application of iterative procedure— in order to reach high fidelity of seismic input. In such case the multi-degree control of shaking table uses an out-of-real time, adaptive control algorithm. In our case the control of three component seismic motion was based on iterative simulation of mentioned Sitka earthquake record. The corresponding displacement motion of shaking table is in Fig.5 .Fig. 5. Simulation of three-component seismic motion basedon Sitka earthquake record.5. ConclusionsBrick or other masonry buildings have their load carrying system based on compression shear transfer of loads from superstructure to the base foundation and into surrounding ground. Strong seismic actions work against this scheme and introduce higher stresses into a structure including the tension ones. Usually, the strength of mortar and plaster is lower than that of bricks, therefore the cracks initiation can be observed in mortar or in the connection between bricks and mortar. These cracks are able to carry the earthquake and other loading until the structure integrity and its basically compression behaviour remain sufficient. Otherwise, free bricks or blocks of masonry behave as separate bodies with tendency to vibrate in different modes and to fall out of the wall. Such state can be considered as dangerous for both the structure, its inhabitants or passers by.Retrofitting and repair of structure after the seismic or larger para seismic action should include the measures that interrupt any progress in development of previous cracks and in local damage. If ductility is supposed to be beneficial, the cracks can be accepted, provided that neither loss of wall integrity nor instability can appear. The combination of enveloping synthetic grids with fibre plaster has shown a very good effect. The contribution of subsoil effects—in view of soil– structure interaction could be partially included into shaking table tests of heavy models. However, previous tuning of table inputs and effective identification of dynamic properties of model is necessary. Both schemes of stiff and flexible supports should be analysed to obtain the appropriate data for analytical models. Consequently,prescribed boundary parameters could be introduced into controlled shakingtable tests.AcknowledgmentsThe research was mainly founded by European Commission in the framework of PECO and ECOLEADER Studies. The financial support is gratefully acknowledged.References[1] Bergamo G, Franchioni G, Pellegrini R. Shaking table tests on large scale models in support of studies for the mitigation of seismic effects,vol. 7. Mitigation of Seismic Risk Support to Recently Affected European Countries, Belgirate, Italy, 27–28 November 2000, Ispra, JRC; 2000. p. 1–6. [2] Juha´sova´ E, Franchioni G, Juha´s M, Crewe A. Experiences with 2DOF and 6DOF control of shaking tables, vol. 23. Diagnostics and Active Control, Trˇesˇt, Czech Republic, 9–11 October 2000, Brno, FSI VUT; 2000. p. 1–12.[3] Juha´sova´E, Pezzoli P, Da Rin EM, Sofronie R, Zembaty Z.Resistance of brick building model with arches before and after retrofitting. Proceedings of 11th ECEE, Paris, 1998, vol. 180. Rotterdam: Balkema; 1998. p. 1–12.[4] Juha´sova´E, Sofronie R, Contri P. Real time testing of reinforced infills, vol. 921. Proceedings of 12th WCEE, Auckland 2000, Auckland, NZSEE; 2000, 1. p. 1–8.[5] Benedetti D, Limongelli MP, Pezzoli P. Dynamic behaviour of masonry buildings subjected to multidirectional seismic excitation. Second France–Italian Symposium on Earthquake Engineering, Nice; 1994. p. 1–14.[6] Juha´sova´ E, Hura´k M, Zembaty Z. Modelling of boundary conditionsat seismic tests of heavy models. Engineering Mechanics’97, Svratka,1997, Z ˇ da´r n.S., Z ˇD ˇAS; 2000. p. 91–6.[7] Juha´sova´ E, Zembaty Z, Kowalski M. Experimental investigation of dynamic effects on brick masonry buildings and their strengthening.Arch Civil Engng 2000;46(1):83–106.[8] Sofronie R. Antiseismic reinforcement of masonry works. New technologies in structural engineering, Lisbon: LNEC; 1997. p. 373–80.[9] Benchoubane H, Stoten D. The decentralised minimal controller synthesis algorithm. Int J Control 1991;56(4):967–83.[10] Juha´s M. Development of real time control system for 2DOF shaking table, vol. 2. Mechanical Engineering 2000, Bratislava, FME SUT; 2000. p. 47–52.[11] Stoten D, Benchoubane H. The minimal control synthesis identification algorithm. Int J Control 1993;58(3):685–96.中文翻译一:包括边界条件的砌体结构的抗震性能评估易米里亚车哈搜发a 米兰胡拉克a 兹比格涅夫泽巴替ba 合作社联盟斯洛伐克科学院,布拉迪斯拉发,斯洛伐克共和国b 奥波莱大学,奥波莱,波兰摘要该文件是致力于对砌体结构地震反应的研究调查和描述了大型重型模型六自由度振动台试验关于边界条件的建模过程的经验。

剪式小型举升机机械设备外文文献翻译、中英文翻译、外文翻译

剪式小型举升机机械设备外文文献翻译、中英文翻译、外文翻译

剪式小型举升机机械设备外文文献翻译、中英文翻译、外文翻译is to make it more efficient。

XXX is one of the most commonly used types of lifting machines。

XXX。

warehousing。

n。

and logistics。

XXX uses a scissor-like mechanism to raise and lower the platform。

It is mainly composed of a platform。

scissor legs。

hydraulic system。

and control system。

The platform can move up and down XXX。

and the height can be adjusted according to the needs of the work.In recent years。

with the development of technology。

XXX。

higher lifting capacity。

and XXX。

some scissor lifts are equipped with n devices。

overload n devices。

XXX.In n。

the design of the XXX adjustable handrails。

foot pedals。

and XXX also makes it easy to move and transport。

XXX.In n。

XXX。

XXX efficient。

safer。

and XXX to use。

which will XXX the development of the industry.Nowadays。

XXX。

there are also several successful designsof portable lifting machines。

南京翻译公司英文介绍

南京翻译公司英文介绍
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随着经济的高速发展和对外改革开放的深化,中国出现了巨大的
翻译市场。目前中国的注册翻译公司有近3000家,翻译从业人员 至少达100万,但专业翻译人员却不足10万人,而且往往集中在上 海、北京、广州 深圳 等少数经济发达的城市或者政府部门,但也 有一些知名翻译公司脱颖而出。
相比“外译中”,“中译外”的专业人才更是严重不足,目前缺
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我院管理队伍由两位南京大学教授、三位硕士毕业人员组成。现有专职翻 译、译审、校对、编辑、QA、排版工程师、项目管理人员共100多名,专、 兼职翻译人员90%以上具有硕士以上学位,30余位来自美、英、德、法、 日、韩等国的外籍资深翻译专家。外籍专家参与译文审校确保了译文的准 确。 我院有着雄厚的实力和丰富的经验,每年为长三角地区提供近百场次 的高端同传会议,我们拥有自己最先迚的同传设备(BOSCH博世二代主 机8套,接收机1000多套,可以同时保证8场会议同时举办)是目前长三 角地区同传设备最多的公司。 我院严栺控制翻译质量、规范化的业务流程与审核校对标准,为每一 位客户提供及时、专业、优质、高效的翻译服务。平均每月翻译多达400 万字的文件资料以及超过500小时以上的口译、同传和影视翻译和配音仸 务。
口高达90%。从规模上看,中国已成为“翻译大国”。预计到 2010年,中国翻译市场总额将达350亿元人民币。但是从翻译产 业的发展状态而言,我国幵不能称之为翻译领域内的发达国家。 正如国内翻译机构傲世立华发布的产业评估报告所述,我国翻译 产业整体处于低端水准,也就是说满足于沟通的基本需要,而沟 通的质量仍乏善可陈。

做科学实验课教育培训机构的简介范文

做科学实验课教育培训机构的简介范文

英文回答:Our educational and training institutes for science experiments aremitted to providing students with science experiments and to developing the spiritual and experimental skills of science exploration。

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Introduction to mechanismThe function of mechanism is to transmit or transform motion from one rigid body to another as part of the action of a machine. There are three types of common mechanical devices that can be used as basic elements of a mechanism.(1)Gear system, in which toothed members in contact transmit motion between rotatingshafts.(2)Cam system, where a uniform motion of an input member is converted into anonuniform motion of the output member.(3)Plane and spatial linkages are also useful in creating mechanical motions for a point orrigid body.A kinematic chain is a system of links, which are either jointed together or are in contact with one another in a manner that permits them to move relative to one another. If one of the links is fixed and the movement of any other link to a new position will cause each of the other links to move to definite predictable position, the system is a constrained kinematic chain. Otherwise, the system is an unconstrained kinematic chain.A mechanism or linkage is a constrained kinematic chain, and is a mechanical divice that has the purpose of transferring motion and force from a source to an output. A linkage consists of links (or bar),generally considered rigid,which are connected by joints, such as pin (or revolute) or prismatic joints, to form open or closed chains (or loops). Such kinematic chains,with at least one link fixed, become (i) mechanisms if at least two other links remain mobility, or (ii) stuctures if no mobility remains. In other words, a mechanism permits relative motion between its “rigid links”; a structure does not. Since linkages make simple mechanisms and can be designed to perform complex tasks, such as nonlinear motion and force ransmission, they will receive much attention in mechanism study.Mechanisms are used in a great variety of machines and devices. The simplest closed-loop linkage is the four-bar linkage, which has three moving links (plus one fixed link) and four pin joints. The link that is connected to the power source or prime mover and has one moving pivot and one ground pivot is called the input link. The output link connects another moving povit to another ground povit. The coupler or floating link connected the two moving pivots, thereby “coupling” the input to the output link.The four-bar linkage has some special configurations created by making one or more links infinite in length。

The slider-crank (or crank and slider)mechanism is a four-bar chain with a slinder replacing an infinitely long output link。

The internal combustion engine is built based on this mechanism。

Other forms of four- bar mechanisms exist in which a slider is guided on a moving link rather than on a fixed link. These are called inversions of the slider-crank,produced when another link(the crank,coupler,or slider)is fixed link。

Although the four-bar linkage and slider-crank mechanism are very useful and found in thousands of applications,we can see that these linkages have limited performance level。

Linkages with more members are often used in more demanding circumstances。

However it is often difficult to visualize the movement of a multiloop linkage,especially when other components appear in the same diagram。

The fist step in the motion analysis of more complicated mechanisms is to sketch the equivalent kinematic or skeleton diagram。

The skeleton diagram serves a purpose similar to that of the electrical schematic or circuit diagram in that it displays only the essential skeleton ofthe mechanism,which,however,embodies the the key dimensions that affect its motion。

The kinematic diagram takes one of two forms:a sketch(proportional but not exactly to scale),and the scaled kinematic diagram(usually used to further analysis:position,displacement,velocity,acceleration,force and torque transmission,etc。

)。

for convenient reference,the links are numbered(starting with ground link as number 1),while the joints are lettered。

The next step in the kinematic analysis of mechanisms is to determine the number of degree of freedom of the mechanism。

By degree of freedom we mean the number of independent inputs required to determine the positions of all links of the mechanism with respect toground。

There are hundreds of thousands of different linkage types that one could invent。

Envision a bag containing a large variety of linkage components:binary,ternary,quaternary,and so on,links ;pin joints,slide joints;cams and cam followers;gears,chains,sprockets,belts,pulleys,and so on。

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