外文翻译 (2)
外文翻译:汽车制动系统2
Automobile Brake SystemThe braking system is the most important system in cars. If the brakes fail,the result can be disastrous. Brakes are actually energy conversion devices,which convert the kinetic energy (momentum) of the vehicle into thermal energy (heat).When stepping on the brakes,the driver commands a stopping force ten times as powerful as the force that puts the car in motion. The braking system can exert thousands of pounds of pressure on each of the four brakes.Two complete independent braking systems are used on the car. They are the service brake and the parking brake.The service brake acts to slow,stop,or hold the vehicle during normal driving. They are foot-operated by the driver depressing and releasing the brake pedal. The primarypurpose of the brake is to hold the vehicle stationary while it is unattended. The parking brake is mechanically operated by when a separate parking brake foot pedal or hand lever is set.The brake system is composed of the following basic components: the “master cylinder” which is located under the hood,and is directly connected to the brake pedal,converts driver foot’s mechanical pressure into hydraulic pressure. Steel “brake lines” and flexible “brake hoses” connect the master cylinder to the “slave cylinders” located at each wheel. Brake fluid,specially designed to work in extreme conditions,fills the system. “Shoes” and “pads” are pushed by the slave cylinders to contact the “drums” and “rotors” thus causing drag,which (hopefully) slows the car.The typical brake system consists of disk brakes in front and either disk or drum brakes in the rear connected by a system of tubes and hoses that link the brake at each wheel to the master cylinder (Figure).Basically,all car brakes are friction brakes. When the driver applies the brake,the control device forces brake shoes,or pads,against the rotating brake drum or disks at wheel. Friction between the shoes or pads and the drums or disks then slows or stops the wheel so that the car is braked.In most modern brake systems (see Figure 15.1),there is a fluid-filled cylinder,called master cylinder,which contains two separate sections,there is a piston in each section and both pistons are connected to a brake pedal in the driver’s compartment. When the brake is pushed down,brake fluid is sent from the master cylinder to the wheels. At the wheels,the fluid pushes shoes,or pads,against revolving drums or disks. The friction between the stationary shoes,or pads,and the revolving drums or disks slows and stops them. This slows or stops the revolving wheels,which,in turn,slow or stop the car.The brake fluid reservoir is on top of the master cylinder. Most cars today have a transparent r reservoir so that you can see the level without opening the cover. The brake fluid level will drop slightly as the brake pads wear. This is a normal condition and no cause for concern. If the level drops noticeably over a short period of time or goes down to about two thirds full,have your brakes checked as soon as possible. Keep the reservoir covered except for the amount of time you need to fill it and never leave a cam of brake fluid uncovered. Brake fluid must maintain a very high boiling point. Exposure to air will cause the fluid to absorb moisture which will lower that boiling point.The brake fluid travels from the master cylinder to the wheels through a series of steel tubes and reinforced rubber hoses. Rubber hoses are only used in places that require flexibility,such as at the front wheels,which move up and down as well as steer. The rest of the system uses non-corrosive seamless steel tubing with special fittings at all attachment points. If a steel line requires a repair,the best procedure is to replace the compete line. If this is not practical,a line can be repaired using special splice fittings that are made for brake system repair. You must never use copper tubing to repair a brake system. They are dangerous and illegal.Drum brakes,it consists of the brake drum,an expander,pull back springs,a stationary back plate,two shoes with friction linings,and anchor pins. The stationaryback plate is secured to the flange of the axle housing or to the steering knuckle. The brake drum is mounted on the wheel hub. There is a clearance between the inner surface of the drum and the shoe lining. To apply brakes,the driver pushes pedal,the expander expands the shoes and presses them to the drum. Friction between the brake drum and the friction linings brakes the wheels and the vehicle stops. To release brakes,the driver release the pedal,the pull back spring retracts the shoes thus permitting free rotation of the wheels.Disk brakes,it has a metal disk instead of a drum. A flat shoe,or disk-brake pad,is located on each side of the disk. The shoes squeeze the rotating disk to stop the car. Fluid from the master cylinder forces the pistons to move in,toward the disk. This action pushes the friction pads tightly against the disk. The friction between the shoes and disk slows and stops it. This provides the braking action. Pistons are made of either plastic or metal. There are three general types of disk brakes. They are the floating-caliper type,the fixed-caliper type,and the sliding-caliper type. Floating-caliper and sliding-caliper disk brakes use a single piston. Fixed-caliper disk brakes have either two or four pistons.The brake system assemblies are actuated by mechanical,hydraulic or pneumatic devices. The mechanical leverage is used in the parking brakes fitted in all automobile. When the brake pedal is depressed,the rod pushes the piston of brake master cylinder which presses the fluid. The fluid flows through the pipelines to the power brake unit and then to the wheel cylinder. The fluid pressure expands the cylinder pistons thus pressing the shoes to the drum or disk. If the pedal is released,the piston returns to the initial position,the pull back springs retract the shoes,the fluid is forced back to the master cylinder and braking ceases.The primary purpose of the parking brake is to hold the vehicle stationary while it is unattended. The parking brake is mechanically operated by the driver when a separate parking braking hand lever is set. The hand brake is normally used when the car has already stopped. A lever is pulled and the rear brakes are approached and locked in the “on” position. The car may now be left without fear of its rolling away. When the driver wants to move the car again,he must press a button before the lever can be released. The hand brake must also be able to stop the car in the event of the foot brake failing. For this reason,it is separate from the foot brake uses cable or rods instead of the hydraulic system.Anti-lock Brake SystemAnti-lock brake systems make braking safer and more convenient,Anti-lock brakesystems modulate brake system hydraulic pressure to prevent the brakes from locking and the tires from skidding on slippery pavement or during a panic stop.Anti-lock brake systems have been used on aircraft for years,and some domestic car were offered with an early form of anti-lock braking in late 1990’s. Recently,several automakers have introduced more sophisticated anti-lock system. Investigations in Europe,where anti-lock braking systems have been available for a decade,have led one manufacture to state that the number of traffic accidents could be reduced by seven and a half percent if all cars had anti-lock brakes. So some sources predict that all cars will offer anti-lock brakes to improve the safety of the car.Anti-lock systems modulate brake application force several times per second to hold the tires at a controlled amount of slip; all systems accomplish this in basically the same way. One or more speed sensors generate alternating current signal whose frequency increases with the wheel rotational speed. An electronic control unit continuously monitors these signals and if the frequency of a signal drops too rapidly indicating that a wheel is about to lock,the control unit instructs a modulating device to reduce hydraulic pressure to the brake at the affected wheel. When sensor signals indicate the wheel is again rotating normally,the control unit allows increased hydraulic pressure to the brake. This release-apply cycle occurs several time per second to “pump” the brakes like a driver might but at a much faster rate.In addition to their basic operation,anti-lock systems have two other things in common. First,they do not operate until the brakes are applied with enough force to lock or nearly lock a wheel. At all other times,the system stands ready to function but does not interfere with normal braking. Second,if the anti-lock system fail in any way,the brakes continue to operate without anti-lock capability. A warning light on the instrument panel alerts the driver when a problem exists in the anti-lock system.The current Bosch component Anti-lock Braking System (ABSⅡ),is a second generation design wildly used by European automakers such as BWM,Mercedes-Benz and Porsche. ABSⅡsystem consists of : four wheel speed sensor,electronic control unit and modulator assembly.A speed sensor is fitted at each wheel sends signals about wheel rotation to control unit. Each speed sensor consists of a sensor unit and a gear wheel. The front sensor mounts to the steering knuckle and its gear wheel is pressed onto the stub axle that rotates with thewheel. The rear sensor mounts the rear suspension member and its gear wheel is pressed onto the axle. The sensor itself is a winding with a magnetic core. The core creates a magnetic field around the winding,and as the teeth of the gear wheel move through this field,an alternating current is induced in the winding. The control unit monitors the rate o change in this frequency to determine impending brake lockup.The control unit’s function can be divided into three parts: signal processing,logic and safety circuitry. The signal processing section is the converter that receives the alternating current signals form the speed sensors and converts them into digital form for the logic section. The logic section then analyzes the digitized signals to calculate any brake pressure changes needed. If impending lockup is sensed,the logic section sends commands to the modulator assembly.Modulator assemblyThe hydraulic modulator assembly regulates pressure to the wheel brakes when it receives commands from the control utuit. The modulator assembly can maintain or reduce pressure over the level it receives from the master cylinder,it also can never apply the brakes by itself. The modulator assembly consists of three high-speed electric solenoid valves,two fluid reservoirs and a turn delivery pump equipped with inlet and outlet check valves. The modulator electrical connector and controlling relays are concealed under a plastic cover of the assembly.Each front wheel is served by electric solenoid valve modulated independently by the control unit. The rear brakes are served by a single solenoid valve and modulated together using the select-low principle. During anti-braking system operation,the control unit cycles the solenoid valves to either hold or release pressure the brake lines. When pressure is released from the brake lines during anti-braking operation,it is routed to a fluid reservoir. There is one reservoir for the front brake circuit. The reservoirs are low-pressure accumulators that store fluid under slight spring pressure until the return delivery pump can return the fluid through the brake lines to the master cylinder.汽车制动系统制动系统是汽车中最重要的系统。
毕业论文外文翻译格式【范本模板】
因为学校对毕业论文中的外文翻译并无规定,为统一起见,特做以下要求:1、每篇字数为1500字左右,共两篇;2、每篇由两部分组成:译文+原文.3 附件中是一篇范本,具体字号、字体已标注。
外文翻译(包含原文)(宋体四号加粗)外文翻译一(宋体四号加粗)作者:(宋体小四号加粗)Kim Mee Hyun Director, Policy Research & Development Team,Korean Film Council(小四号)出处:(宋体小四号加粗)Korean Cinema from Origins to Renaissance(P358~P340) 韩国电影的发展及前景(标题:宋体四号加粗)1996~现在数量上的增长(正文:宋体小四)在过去的十年间,韩国电影经历了难以置信的增长。
上个世纪60年代,韩国电影迅速崛起,然而很快便陷入停滞状态,直到90年代以后,韩国电影又重新进入繁盛时期。
在这个时期,韩国电影在数量上并没有大幅的增长,但多部电影的观影人数达到了上千万人次。
1996年,韩国本土电影的市场占有量只有23.1%。
但是到了1998年,市场占有量增长到35。
8%,到2001年更是达到了50%。
虽然从1996年开始,韩国电影一直处在不断上升的过程中,但是直到1999年姜帝圭导演的《生死谍变》的成功才诞生了韩国电影的又一个高峰。
虽然《生死谍变》创造了韩国电影史上的最高电影票房纪录,但是1999年以后最高票房纪录几乎每年都会被刷新。
当人们都在津津乐道所谓的“韩国大片”时,2000年朴赞郁导演的《共同警备区JSA》和2001年郭暻泽导演的《朋友》均成功刷新了韩国电影最高票房纪录.2003年康佑硕导演的《实尾岛》和2004年姜帝圭导演的又一部力作《太极旗飘扬》开创了观影人数上千万人次的时代。
姜帝圭和康佑硕导演在韩国电影票房史上扮演了十分重要的角色。
从1993年的《特警冤家》到2003年的《实尾岛》,康佑硕导演了多部成功的电影。
外文文献翻译(图片版)
本科毕业论文外文参考文献译文及原文学院经济与贸易学院专业经济学(贸易方向)年级班别2007级 1 班学号3207004154学生姓名欧阳倩指导教师童雪晖2010 年 6 月 3 日目录1 外文文献译文(一)中国银行业的改革和盈利能力(第1、2、4部分) (1)2 外文文献原文(一)CHINA’S BANKING REFORM AND PROFITABILITY(Part 1、2、4) (9)1概述世界银行(1997年)曾声称,中国的金融业是其经济的软肋。
当一国的经济增长的可持续性岌岌可危的时候,金融业的改革一直被认为是提高资金使用效率和消费型经济增长重新走向平衡的必要(Lardy,1998年,Prasad,2007年)。
事实上,不久前,中国的国有银行被视为“技术上破产”,它们的生存需要依靠充裕的国家流动资金。
但是,在银行改革开展以来,最近,强劲的盈利能力已恢复到国有商业银行的水平。
但自从中国的国有银行在不久之前已经走上了改革的道路,它可能过早宣布银行业的改革尚未取得完全的胜利。
此外,其坚实的财务表现虽然强劲,但不可持续增长。
随着经济增长在2008年全球经济衰退得带动下已经开始软化,银行预计将在一个比以前更加困难的经济形势下探索。
本文的目的不是要评价银行业改革对银行业绩的影响,这在一个完整的信贷周期后更好解决。
相反,我们的目标是通过审查改革的进展和银行改革战略,并分析其近期改革后的强劲的财务表现,但是这不能完全从迄今所进行的改革努力分离。
本文有三个部分。
在第二节中,我们回顾了中国的大型国有银行改革的战略,以及其执行情况,这是中国银行业改革的主要目标。
第三节中分析了2007年的财务表现集中在那些在市场上拥有浮动股份的四大国有商业银行:中国工商银行(工商银行),中国建设银行(建行),对中国银行(中银)和交通银行(交通银行)。
引人注目的是中国农业银行,它仍然处于重组上市过程中得适当时候的后期。
第四节总结一个对银行绩效评估。
外文文献及翻译
Yunnan Ethnic pattern in Packaging DesignAbstract: Art is a folk Mother of the arts,is the source of the new art, From which to draw a strong tradition of high—grade Nutrition。
The persons belonging to national folk arts Ethnic patterns,are folk arts Intraoperative a gem, its development Research,and with the means of modern art,art wind Grid,professional skills combine to form a unique Style and features a modern design There are important applications,this paper focuses on Minority Folk pattern in modern packaging design Meter applications are discussed.Keywords: Yunnan Ethnic. Pattern。
Packaging Design.IntroductionYunnan is a multi-ethnic province, Here multiply survive the Han, Yi, Bai More than twenty families, Zhuang, Miao, Dai, etc。
Nation. Long history of various ethnic groups in Yunnan Province, the source is far Long, creating a rich and colorful Folk art。
外文翻译原文
IntroductionLatvian legislation for forest protection belts Latvian legislation demands that forest protection belts are established around all cities and towns. The concept of protection belts originates from the Soviet Era and is maintained in Latvian legislation despite the radical changes to the political system after regaining indepen-dence in 1991. The legal background for the establish-ment of protection belts is as follows:•Law on Protection Belts (1997, 2002)•Forest Law (2000)•Law on Planning of Territorial Development (1998).Designating a greenbelt around the city of Riga, LatviaJanis DonisLatvian State Forestry Research Institute ‘Silava’, Salaspils, LatviaAbstract: Latvian legislation demands that forest protection belts are established around all cities and towns. The main goal of a protection belt is to provide suitable opportuni-ties for recreation to urban dwellers and to minimise any negative impacts caused by urban areas on the surrounding environment. Legislation states the main principles to be adopted, which include the maximum area of protection belts, their integration in terri-torial development plans and restrictions placed on forest management activities. The largest part of the forest area around Riga is owned by the municipality of Riga, which, as a result, has two competing interests: to satisfy the recreational needs of the inhabitants of Riga, and to maximise the income from its property. In order to compile sufficient background information to solve this problem, the Board of Forests of Riga Municipality initiated the preparation of a proposal for the designation of a new protection belt.The proposal was based on the development and application of a theoretical framework developed during the 1980s. The analysis of the recreational value of the forest (5 class-es of attractiveness) was carried out based on categories of forest type, dominant tree species, dominant age, stand density, distance from urban areas and the presence of at-tractive objects. Information was derived from forest inventory databases, digital forest maps and topographic maps. Additional information was digitised and processed using ArcView GIS 3.2. Local foresters were asked about the recreation factors unique to differ-ent locations, such as the number of visitors and the main recreation activities. From a recreational point of view and taking into account legal restrictions and development plans for the Riga region, it was proposed to create three types of zones in the forest: a protection belt, visually sensitive areas and non-restricted areas.Key words:greenbelt forest, recreational value, GIS, zoningThe Law on Protection Belts states that protection belts around cities (with forests as part of a green zone)have to be established (a) to provide suitable conditions for recreation and the improvement of the health of urban dwellers, and (b) to minimise the negative im-pact of urban areas on the surrounding environment.Urban For.Urban Green.2 (2003):031–0391618-8667/03/02/01-031 $ 15.00/0Address for correspondence:Latvian State Forestry Re-search Institute ‘Silava’, Rı¯gas iela 111, Salaspils, LV-2169,Latvia. E-mail: donis@silava.lv© Urban & Fischer Verlaghttp://www.urbanfischer.de/journals/ufugRegulation nr 263 (19.06.2001) on the ‘Methodology for the establishment of forest protection belts around towns’issued by the Cabinet of Ministers (CM) states: (a) The area of a protection belt depends on the numberof inhabitants in the town: towns with up to 10,000 inhabitants should have a maximum of 100 ha of protection belt, those with between 10,000 and 100,000 inhabitants a maximum of 1,500 ha, and towns with more than 100,000 inhabitants a maxi-mum of 15,000 ha;(b) the borders of protection belts have to be able to beidentifiable on the ground, using features such as roads, ditches, power lines, and so forth;(c) protection belts have to be recorded in the territorialplans of regions adjacent to the town or city; and (d) establishment of protection belts has to be agreedupon by local municipalities.According to law, protection belts should be man-aged using adapted silvicultural measures. Clear-cut-ting, for example, is prohibited in a protection belt to mitigate any negative impacts of the city on the sur-rounding environment. The Forest Law of 2000 and subsequent regulations including the Regulation on Cutting of Trees, and the Regulation on Nature Conser-vation in Forestry define clear-cuts as felled areas larg-er than 0.1 ha where the basal area is reduced below a critical level in one year. These regulations also state the permitted intensity and periodicity of selective cut-ting (30–50%, at least 5 years between entries).The third element of the legal framework relevant for protection belts in Latvia is the Law on Planning of Territorial Development (1998). It defines:(a) Principles and responsibilities of the different or-ganisations involved;(b) the contents of territorial plans;(c) the procedures for public hearing; and(d) the procedures for the acceptance of plans.The law also states that protection belts around towns have to be designated in territorial plans. Thus, the legislation gives very detailed descriptions of the restrictions to maximum area, activities and guidelines for delineation and so forth, while there are no ‘rules’for the choice of what areas are to be included in pro-tection belts. It is up to territorial planners to propose what areas to include and for negotiation among mu-nicipalities to approve the selection.Protection belt for the city of RigaRiga and the Riga region are situated in the Coastal Lowland of Latvia within the Gulf of Riga. The main landform types are the Baltic Ice Lake plain, the Litto-rina Sea plain and the Limnoglacial plain and bog plain. The total area of the administrative area of the City of Riga covers 307.2 km2, and that of the Riga re-gion 3,059 km2. In 2000 the city of Riga had 815,000 inhabitants, while an additional 145,000 people resided in the greater Riga region. During the last decade the number of inhabitants in Riga decreased by 10.5%and in Riga region by 5.3%. In the mid-1990s the main types of industry in Riga were food processing, timber and wood processing, metal fabricating and engineer-ing, while in the region agriculture and forestry, wood processing, pharmaceuticals, and the power industry were the main activities. Due to reduced industrial ac-tivities today, the main sources of pollution in Riga re-gion are road transport and households.The greater part of the Riga region is covered by for-est, i.e. 1,642 km2or 53%. About 26% of the land is used for agriculture, 4% is covered by bogs, and 4% by water. The Riga region also has a coastal dune zone of some 30 km along the Gulf of Riga. The main tree species to be found in the Riga region are Scots pine (Pinus sylvestris L.),birch (Betula spp.) and Norway spruce (Picea abies (L.) Karsten) (see Table 1). In the administrative area of the city of Riga, 57 km2 or about 19% of the land area is forest. Scots pine is the domi-nant species, covering approx. 46.9 km2(i.e. 88% of the total forest area).According to the legislation described before, a pro-tection belt around Riga city, with a maximum size of 15,000 ha, could be designated. Moreover, any propos-al has to be agreed upon among 24 local municipalities. The Riga region is divided into 24 administrative units: 7 towns and 17 pagasts or ‘parishes’.Riga municipality currently owns more than 55,600 ha of forests. Most are situated in the vicinity of Riga. Four forest administrative districts lie completely with-in Riga region and close to Riga city (see Fig. 1). The total area of these districts is 44,158 ha out of which forest stands cover 36,064 ha (82%). Thus the Riga municipality forests of those 4 districts cover only 17% of the total forest area of the Region. The dominant tree species in the municipally owned forests are Scots32J.Donis:Designating a greenbelt around the city of Riga,LatviaUrban For.Urban Green.2 (2003)Table 1.Tree species composition in the Riga region Dominant tree Area covered, ha Average age, years species––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––Total Municipa-Total Municipa-lity*lity* Scots pine95,27627,3718581 Norway spruce20,8493,0175139Birch30,5585,1246056 Other10,438552––Total157,12136,0647369*Data only for the 4 forest districts of the Riga city munici-pality that are entirely situated within the Riga region.pine, birch and Norway spruce. These cover 76%, re-spectively 14% and 8% of the forest area. Other species cover less than 2% of the area.Until the re-establishment of Latvian independence almost all forestland was owned by the state but since then many areas have been returned to their former owners and are now privately owned. Current regula-tions state that until the designation of new boundaries for protection belts has been agreed upon, all forests of the previously existing and protected green zone have to remain protected whatever their functional role or ownership status. Consequently almost all forests of the Riga municipality located in the Riga region have management restrictions placed on them, and the same can be said for forests of other owners within the previ-ously existing green zone. Currently, therefore, on the one hand significant recreation opportunities for urban dwellers are provided, while on the other hand forest owners’rights to obtain income from timber harvest in the suburban areas continue to be restricted. Suburban municipalities also lose income because of reduced land taxes from land with management restrictions.The board of Forests of the Municipality of Riga there-fore initiated the preparation of a proposal to designate a new protection belt.Study to support protection belt designation The main objective of the study presented here has been to obtain background information in preparation for further discussions with local municipalities. Stud-ies in Latvia as well as elsewhere have revealed that recreational values of forests depend mainly on forest characteristics, location and level of pollution (Emsis et al. 1979; Emsis 1989; Holgen et al. 2000; Lindhagen & Hörnsten 2000; Rieps ˇas 1994; Su ¯na 1973, 1979). A very important aspect is the distance to the forest from places where people live (e.g. Rieps ˇas 1994). The abil-ity of a forest stand to purify the air by filtering or ab-sorbing dust, micro-organisms, and noxious gases de-pends on tree and shrub species composition, age, tree size and stand density (Emsis 1989). Stands purify the air most effectively at the time of maximum current an-nual volume increment, usually between 30 to 60 years of age in Latvian conditions, depending on species.Recreational value, on the other hand, increases with age (and tree size) and reaches its maximum consider-ably later. Taking into account the peculiarities of the dispersal of pollution as described by Laivin ‚s ˇ et al.(1993) and Za ¯lı¯tis (1993), selective cutting is prefer-able in the vicinity of a pollution source, especially ifJ.Donis:Designating a greenbelt around the city of Riga,Latvia 33Urban For.Urban Green.2 (2003)Fig. 1.Location ofthe Riga municipali-ty forests in the Riga region.the forest consists of a narrow strip between the pollu-tion source and housing. If the distance between a pol-lution source and housing exceeds several kilometres, a patch clear-cut system with stands of different ages is sufficient to provide a reduction in the negative impact of urban areas. Taking into account the fact that closer to residential areas it is more important to consider the visual qualities of the forest (e.g. Tyrväinen et al. 2003), this purification ability can generally be ignored when planning protection belts.MethodsThis study to support the designating of the Riga pro-tection belt used the following data sources for analysis (see Fig. 2): forest inventory databases, digital forest maps of the Riga municipal forests which are situated outside the administrative borders of the city (55,600 ha of which 44,158 ha located in the Riga region) (see Fig. 1), and corresponding topographic maps.The study and its developed proposal are based on an application of a theoretical approach developed during the 1980s by the Latvian State Forestry Research Insti-tute ‘Silava’(Emsis 1989) and the Lithuanian Forestry Research Institute (Riepsˇas 1994). According to the methodology developed by Emsis (1989), the first step in the process is to evaluate the recreational potential of the forest stands. This is carried out by analysing the following factors:• The tolerance of the forest ecosystem to different lev-els of anthropogenic (recreation) loading;• the status of forest ecosystems in terms of the damage or degradation as a result of recreational use;•the suitability of the landscape for non-utilitarian recreation (recreational value); and• the existing and potential levels of recreational loads.The second step involves evaluating the existing andexpected functional roles of the forest.The tolerance of the forest ecosystem to different levels of anthropogenic impact or loading is evaluated using a framework based on a combination of forest type, dominant tree species, dominant age group, soil type and relief, according to the stability of ecosystem. All stands are classified into one of five tolerance classes. The highest score is given to mature deciduous forests on mesotrophic and mesic soils on flat topogra-phy, while the lowest score is given to young pine stands on oligotrophic soils on steep slopes (forests on dunes).In this study ecosystem tolerance could not be evalu-ated, as it was primarily a desk using existing databas-es, and topographic relief maps were not available in digital form. The status of the forest ecosystem in rela-tion to damage or degradation was evaluated in terms of the degree of change in vegetation cover, under-growth, tree root exposure of the and level of littering, classified into three classes.Assessment of the recreational value of the forest stands was calculated using a formula developed by Riepsˇas (1994):Recreational value VR= (VS*kW*kS+VA)*kPWhere VSis stand suitability based on key internal at-tributes of the stand, such as species, age, stand densityand forest type. VSvalues range from 0 for young, high-density grey alder (Alnus incana L.) on wet peat soils, to 100 for average density mature pine stands ondry mineral soils. kwis a coefficient depending on the distance of the stand from watercourses, ranging from0.1 for stands further than 2 km from watercourses to1.0 for stands up to 500 m from watercourses. kSis a coefficient depending on the distance of the stand from urban areas, ranging from 0.1 for stands further than34J.Donis:Designating a greenbelt around the city of Riga,LatviaUrban For.Urban Green.2 (2003)Fig. 2.Structure of data sources used in data ana-lysis.80 km from Riga to 1.0 for stands within 30 km ofRiga. VA is an additional value depending on the pres-ence of attractive features, for example, 25 for forest stands up to 500 m from settlements, including summer cottages, or for areas intensively used for recreation ac-cording to information of local foresters. kP is a coeffi-cient depending on the level of environmental pollu-tion. Its value is 0 if the actual pollution level exceeds limit values, 0.5 if the level of environment pollution is between 50% and 100% of limit values, and 1 if the level of actual pollution is less than 50% of the limit values. In this study a coefficient of 1.0 was used, be-cause SO2and O3concentrations measured by Rigabackground measuring stations did not exceed 50% of the limit values (Fammler et al. 2000).The division of stands into classes of stand suitabili-ty is based on studies of visitors’preferences. Coeffi-cients kw, ksand VAare based on visitors’spatial distri-bution and show the ratio of the number of visitors in different zones. The evaluation of existing and expect-ed recreational loads was carried out by local foresters. They marked existing and potential recreation places on forest maps, including:•Small areas or sites for activities such as swimming, barbecuing, and so forth.•Recreation territories, defined as areas of 20 ha or more where people stay longer periods for walking, jogging, skiing or other forms of both active and pas-sive recreation.•Traditionally popular places for the collection of berries and mushrooms.•Recreational routes, including routes from public transport stops to recreation sites or recreation terri-tories, and between recreation sites and territories. For each recreation site and recreation territory data on the main seasons of use, the periods of use (week-days, weekends), and the average number of people in ‘rush-hours’during good weather conditions was col-lected or estimated.Data processing was carried out using ArcView GIS3.2a, Visual Fox pro and Microsoft Excel. VS values foreach stand were calculated from information in the for-est database using Visual Fox pro. Information collect-ed at a later stage from local foresters was digitised using separate themes (layers) in ArcView GIS 3.2a. Buffer zones along watercourses and water bodies, as well as residential areas, recreation sites and territoriesand recreation routes were created to get kW ,kSand VAvalues for each stand. Then VR values were calculatedfor each stand.A selection of recreation sites and territories was vis-ited by members of the project team in order to evalu-ate the state of the ecosystem with respect to wear and tear arising from different levels of recreational use. An evaluation of the existing functional role of each forest stand was carried out using the existing categories offorest protection. The anticipated future functional role was evaluated by annalysing the recreational value of stands, known expectations in terms of territorial de-velopment, and existing legal restrictions in order to find a compromise between recreation possibilities and other services of the forest. Next, a first draft of the protection belt was drawn according to experts’judge-ment. This draft included forests with high recreational value adjacent to residential areas and summer cot-tages, and larger tracts intensively used for recreation with medium to high recreational value.ResultsAccording to the original forest classification 65% of the total forest land area was designated as a commer-cial greenbelt forest, for which the main management goals are timber production and environmental consid-erations. The remaining 35% were designated as pro-tected (see Table 2). With regards to protected areas in Latvia: the main management goals of nature parks are nature conservation and recreation, including some ed-ucation. The goal for nature reserves is nature conser-vation, while that of the protected greenbelt forests is recreation.While interviewing local foresters it was revealed that they find it difficult to evaluate dispersed recreation loads (for example collection of berries, mushrooms). The assessments of foresters varied greatly and were considered to be unreliable. It was therefore decided to map only the places important for recreation, but not to use the inaccurate estimates of visitor numbers.In Latvia, special investigations have to be carried out in order to develop management objectives and principles for protected forests as part of the preparation of management plans. Pilot studies and visits to some of the recreation areas have revealed that the evaluation of the state of the forest ecosystem is useful only when de-veloping the detailed management plan. Even then, this is only the case for places identified by local foresters as recreation sites or territories, because otherwise it is too time consuming to carry out fieldwork which provides little useful additional information.Calculated VSvalues show that on average the forests studied have a medium suitability value for recreation (average score 47) (see Table 2). There are considerable differences between districts, with aver-age value ranging from 32 points in Olaine to 66 points in the Garkalne district. This indicates that the average stands in the Garkalne district are more suitable for recreation than those in other districts. If other aspects are taken into account, such as distance from wherepeople live, and VRvalues are calculated it can be seenJ.Donis:Designating a greenbelt around the city of Riga,Latvia35Urban For.Urban Green.2 (2003)that the districts are still ranked as follows: Garkalne,Jugla, Tireli and Olaine.Only 10% of the forest owned by Riga municipality within the Riga region were evaluated as having a high or very high recreational value. 12% had medium recreational value, while large areas used for the col-lection of berries and mushrooms were evaluated as having low or very low recreational value (60% of the total forest area) (see Table 3).More than 16% of the area is covered by bogs, for which according to the used methodology, recreational value was not evaluated at all. Some areas were recorded by the local foresters as important places for the collec-tion of berries. However, more valuable from a recre-ational point of view were those forests situated east and north-east of the city (Garkalne and Jugla districts),while the forests to the south (Olaine and Tireli districts)were found to have a lower recreational value (V R ).36J.Donis:Designating a greenbelt around the city of Riga,LatviaUrban For.Urban Green.2 (2003)Table 2.Distribution of forest by forest categories according to the original functional role Forest districtDataFormer forest category Total–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––Commercial Nature Nature Protected greenbelt forests parks reserves greenbelt forestsGarkalneArea, ha521.27,698.78,219.9Average of V S *61.966.566.2Average of V R **59.350.751.4JuglaArea, ha 8,376.74,098.812,475.4Average of V S 45.656.949.1Average of V R 22.034.025.7OlaineArea, ha 11,765.4707.512,473.0Average of V S 31.941.032.6Average of V R 8.527.410.0TireliArea, ha 8,689.5257.91,025.01,016.910,989.3Average of V S 40.666.710.059.342.3Average of V R 17.055.3 1.044.920.6TotalArea, ha 28,831.6779.11,025.013,522.044,157.6Average of V S 39.863.510.061.647.1Average of V R16.357.91.043.725.9* V S Suitability value – based on stand parameters (0–100 points).** V R Recreation value (0–125 points) based on stand parameters, distance to the residential areas, water and other attractive objects.Table 3.Distribution of forest areas by classes of attractiveness and by designated functional role Designated zoneDataClass of attractiveness Total –––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––n.a.Very low Low Medium High Very high 0<2525,1–5051–7575–100100<Protection belt Area, ha76.7560.12,266.42,222.7850.5743.66719.9Average of V R *0.012.036.063.390.0125.053.4Visually sensitive Area, ha 447.64,150.54,157.7853.4847.1179.810636.1Average of V R 0.07.837.460.996.7125.028.5Non-restricted Area, ha 6,664.715,389.12,548.61,090.5874.8234.026801.7Average of V R 0.0 5.234.761.197.2125.015.8TotalArea, ha 7,189.020,099.88,972.74,166.52,572.31,157.344157.6Average of V R0.06.236.362.294.6125.025.9*V R Recreation value (0–125 points) based on stand parameters, distance to the residential areas, water and other attractive objects.Areas along main roads and railways are known to be visually sensitive, because of the large number of peo-ple who can see them during travel. The same is true for forest in the vicinity of small villages. Taking into ac-count the fact that legislation prohibits clear-cuts in pro-tection belts – which is not always necessary in order to maintain the visual quality of the landscape – it was proposed, as part of the zoning strategy, to create so called visually sensitive areas. In these areas the forest owner (Riga municipality) is recommended to use more detailed landscape-planning techniques and to pay more attention to visual aspects during management.As a result of the study, seen from a recreational point of view and taking into account legal restrictions and so forth, it has been proposed to create three zoning categories: (1) protection belts, (2) visually-sensitive areas, and (3) non-restricted areas (see Fig. 3). The protection belt should include:• Forest with high recreational value adjacent to residen-tial areas and summer cottages, to form a 200–500 m wide belt.• Larger tracts of forestland intensively used for recre-ation.The zone of visually-sensitive areas should include:• Forests within the administrative borders of Riga mu-nicipality and in the vicinity of villages (up to 200–500 m distance).• Forests along roads of national and regional impor-tance, railways, watercourses and streams as a protec-tion belt of 100–300 m wide.• Places used for mushroom and berry collection in the original restricted protection belt.• Places that could become important for recreation in the near future.J.Donis:Designating a greenbelt around the city of Riga,Latvia 37Urban For.Urban Green.2 (2003)Table 4.Proposed distribution of forest categories in designated zones (in hectares)Designated zoneFormer forest category Grand Total––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––Commercial Nature Nature Protected greenbelt forests parks reserves greenbelt forests Protection belt355.2779.15,585.76,719.9Visually sensitive areas 3,503.97,132.110,636.1Non-restricted areas 24,972.51,025.0*804.226,801.7Total 28,831.6779.11,025.013,522.044,157.6*Forests within nature reserves are not intended for recreation; their primary management goal is nature conservation.Fig. 3.Proposal for zon-ing of the Riga municipalforests in Riga region.The remaining areas should consequently be classi-fied as non-restricted areas.A revision of the first draft plan was made taking into account the known prospective development plans of Riga and Riga region. As a result, for forests owned by Riga municipality and located in Riga region the pro-posal is to include 6,720 ha in the protection belt (see Table 3). Moreover, it has been suggested to designate 10,636 ha as visually-sensitive areas, but to omit the re-maining 26,802 ha from zoning, as these do not need special management from a recreation point of view. Average recreational values of stands in this area range from 53 (medium), through 28 (low) to 15 points (very low) respectively.As a result, the major part of the forest remains in the same functional category as in the original allocation (see Table 4). As was mentioned above, the classifica-tion described here is only based on recreational as-pects, thus forests in nature reserves are misleadingly shown as non-restricted forests. Only 5,586 ha out of the 13,500 thousand ha of the originally protected greenbelt forests are proposed to be included in the protection belt, while 355 ha of the previous commer-cial greenbelt forests are proposed to be placed under stronger protection.DiscussionForests owned by Riga municipality within the Riga re-gion are divided over 13 rural municipalities. Accord-ing to legislation, revised draft proposals for zoning Riga city forests have to be accepted by Riga munici-pality, while the final decision is up to Riga and the sur-rounding municipalities. The study presented here has provided a tentative estimate of the recreational value and suitability of the forests for recreation and can be used as a starting point for political discussions. At the very beginning the intention was to divide the forests in two categories: the protection belt and the remainder of the forest. During the study it was concluded, however, that a third category would be needed, that of visually sensitive areas. Within this category more attention would have to be paid to the amenity of the landscape, but there would be no need to drastically restrict com-mercial forest management. As nature parks are also designated for recreation, it has been proposed to in-clude all forests of nature parks in the protection belt. It has to be noted that all the forests within the adminis-trative borders of cities, and as such not included in this study, are designated as protected. As a consequence, the forest area available for recreation to the inhabi-tants of Riga would increase to 12,500 ha.Unlike many other European cities, where timber ex-traction is of small importance (Konijnendijk 1999),Riga municipal forests have a considerable economic role. It is estimated that the allowable annual cut in suburban forests amounts to 169,800 m3or 81% of the annual increment (Dubrovskis et al. 2002). It should be kept in mind that income from logging is used for for-est regeneration and tending, forest fire protection and maintenance of recreation facilities.The objective of this study was not to evaluate the precision of the method nor possible errors occurring when applying it. This study revealed, however, the in-completeness of the methodology used. Bogs, which are very sensitive to recreation loads, are ascribed quite a high level of attractiveness from a recreation point of view (for the collection of wild berries), but according to the methodology they are not evaluated at all. All watercourses were assumed to be attractive sites, while the preliminary evaluation of recreation loads showed this not to be true. The use of watercourses is very vari-able and obviously depends on water quality and vege-tation structure of the edges or banks. Another aspect which was not taken into account was that amenity of a forest is not simply the sum of the amenity values of forest stands (Pukkala et al. 1995).It seems that the evaluation based on dominant species is appropriate for screening areas, but for more detailed management plans, species mixture, the number of forest layers, and principles of landscape architecture also have to be taken into account (Bell 1999; Bell & Nikodemus 2000). Various studies have shown that people prefer uneven-aged forests (e.g. Melluma et al. 1982) and uneven-aged stands (e.g. Riepsˇas 1994). The impacts of the screening effect show that there are, even in the visually-sensitive and commercial zones, considerable areas with high and very high recreational value. This is mainly because delineation of zonal boundaries is carried out using easily distinguishable natural lines, and often it is not worth including single stands of high recreational value in the protection belt if, as a consequence, re-strictions on management would be placed over whole compartments of 50 ha.For the preparation of specific management guide-lines detailed field inventories have to be carried out. This has not been done in this study, where more re-liance was placed on the experience of local foresters and existing databases. Detailed economical calcula-tions have yet to be carried out in order to evaluate the direct and indirect value of the forest. These will also assist in obtaining more background information to be used as part of a holistic approach and for development of a decision support system to resolve contradictions between different interest groups.After acceptance of the draft plan by the municipali-ty of Riga, the process of negotiation between Riga and its surrounding municipalities is currently ongoing.38J.Donis:Designating a greenbelt around the city of Riga,Latvia Urban For.Urban Green.2 (2003)。
毕业论文外文翻译范例
外文原文(一)Savigny and his Anglo-American Disciple s*M. H. HoeflichFriedrich Carl von Savigny, nobleman, law reformer, champion of the revived German professoriate, and founder of the Historical School of jurisprudence, not only helped to revolutionize the study of law and legal institutions in Germany and in other civil law countries, but also exercised a profound influence on many of the most creative jurists and legal scholars in England and the United States. Nevertheless, tracing the influence of an individual is always a difficult task. It is especially difficult as regards Savigny and the approach to law and legal sources propounded by the Historical School. This difficulty arises, in part, because Savigny was not alone in adopting this approach. Hugo, for instance, espoused quite similar ideas in Germany; George Long echoed many of these concepts in England during the 1850s, and, of course, Sir Henry Sumner Maine also espoused many of these same concepts central to historical jurisprudence in England in the 1860s and 1870s. Thus, when one looks at the doctrinal writings of British and American jurists and legal scholars in the period before 1875, it is often impossible to say with any certainty that a particular idea which sounds very much the sort of thing that might, indeed, have been derived from Savigny's works, was, in fact, so derived. It is possible, nevertheless, to trace much of the influence of Savigny and his legal writings in the United States and in Great Britain during this period with some certainty because so great was his fame and so great was the respect accorded to his published work that explicit references to him and to his work abound in the doctrinal writing of this period, as well as in actual law cases in the courts. Thus, Max Gutzwiller, in his classic study Der einfluss Savignys auf die Entwicklung des International privatrechts, was able to show how Savigny's ideas on conflict of laws influenced such English and American scholars as Story, Phillimore, Burge, and Dicey. Similarly, Andreas Schwarz, in his "Einflusse Deutscher Zivilistik im Auslande," briefly sketched Savigny's influence upon John Austin, Frederick Pollock, and James Bryce. In this article I wish to examine Savigny's influence over a broader spectrum and to draw a picture of his general fame and reputation both in Britain and in the United States as the leading Romanist, legal historian, and German legal academic of his day. The picture of this Anglo-American respect accorded to Savigny and the historical school of jurisprudence which emerges from these sources is fascinating. It sheds light not only upon Savigny’s trans-channel, trans-Atlantic fame, but also upon the extraordinarily*M.H.Hoeflich, Savigny and his Anglo-American Disciples, American Journal of Comparative Law, vol.37, No.1, 1989.cosmopolitan outlook of many of the leading American and English jurists of the time. Of course, when one sets out to trace the influence of a particular individual and his work, it is necessary to demonstrate, if possible, precisely how knowledge of the man and his work was transmitted. In the case of Savigny and his work on Roman law and ideas of historical jurisprudence, there were three principal modes of transmission. First, there was the direct influence he exercised through his contacts with American lawyers and scholars. Second, there was the influence he exercised through his books. Third, there was the influence he exerted indirectly through intermediate scholars and their works. Let us examine each mode separately.I.INFLUENCE OF THE TRANSLATED WORKSWhile American and British interest in German legal scholarship was high in the antebellum period, the number of American and English jurists who could read German fluently was relatively low. Even those who borrowed from the Germans, for instance, Joseph Story, most often had to depend upon translations. It is thus quite important that Savigny’s works were amongst the most frequently translated into English, both in the United States and in Great Britain. His most influential early work, the Vom Beruf unserer Zeitfur Rechtsgeschichte und Gestzgebung, was translated into English by Abraham Hayward and published in London in 1831. Two years earlier the first volume of his History of Roman Law in the Middle Ages was translated by Cathcart and published in Edinburgh. In 1830, as well, a French translation was published at Paris. Sir Erskine Perry's translation of Savigny's Treatise on Possession was published in London in 1848. This was followed by Archibald Brown's epitome of the treatise on possession in 1872 and Rattigan's translation of the second volume of the System as Jural Relations or the Law of Persons in 1884. Guthrie published a translation of the seventh volume of the System as Private International Law at Edinburgh in 1869. Indeed, two English translations were even published in the far flung corners of the British Raj. A translation of the first volume of the System was published by William Holloway at Madras in 1867 and the volume on possession was translated by Kelleher and published at Calcutta in 1888. Thus, the determined English-speaking scholar had ample access to Savigny's works throughout the nineteenth century.Equally important for the dissemination of Savigny's ideas were those books and articles published in English that explained and analyzed his works. A number of these must have played an important role in this process. One of the earliest of these is John Reddie's Historical Notices of the Roman law and of the Progress of its Study in Germany, published at Edinburgh in 1826. Reddie was a noted Scots jurist and held the Gottingen J.U.D. The book, significantly, is dedicated to Gustav Hugo. It is of that genre known as an external history of Roman law-not so much a history of substantive Roman legal doctrine but rather a historyof Roman legal institutions and of the study of Roman law from antiquity through the nineteenth century. It is very much a polemic for the study of Roman law and for the Historical School. It imparts to the reader the excitement of Savigny and his followers about the study of law historically and it is clear that no reader of the work could possibly be left unmoved. It is, in short, the first work of public relations in English on behalf of Savigny and his ideas.Having mentioned Reddie's promotion of Savigny and the Historical School, it is important to understand the level of excitement with which things Roman and especially Roman law were greeted during this period. Many of the finest American jurists were attracted-to use Peter Stein's term-to Roman and Civil law, but attracted in a way that, at times, seems to have been more enthusiastic than intellectual. Similarly, Roman and Civil law excited much interest in Great Britain, as illustrated by the distinctly Roman influence to be found in the work of John Austin. The attraction of Roman and Civil law can be illustrated and best understood, perhaps, in the context of the publicity and excitement in the English-speaking world surrounding the discovery of the only complete manuscript of the classical Roman jurist Gaius' Institutes in Italy in 1816 by the ancient historian and German consul at Rome, B.G. Niebuhr. Niebuhr, the greatest ancient historian of his time, turned to Savigny for help with the Gaius manuscript (indeed, it was Savigny who recognized the manuscript for what it was) and, almost immediately, the books and journals-not just law journals by any means-were filled with accounts of the discovery, its importance to legal historical studies, and, of course, what it said. For instance, the second volume of the American Jurist contains a long article on the civil law by the scholarly Boston lawyer and classicist, John Pickering. The first quarter of the article is a gushing account of the discovery and first publication of the Gaius manuscript and a paean to Niebuhr and Savigny for their role in this. Similarly, in an article published in the London Law Magazine in 1829 on the civil law, the author contemptuously refers to a certain professor who continued to tell his students that the text of Gaius' Institutes was lost for all time. What could better show his ignorance of all things legal and literary than to be unaware of Niebuhr's great discovery?Another example of this reaction to the discovery of the Gaius palimpsest is to be found in David Irving's Introduction to the Study of the Civil Law. This volume is also more a history of Roman legal scholarship and sources than a study of substantive Roman law. Its pages are filled with references to Savigny's Geschichte and its approach clearly reflects the influence of the Historical School. Indeed, Irving speaks of Savigny's work as "one of the most remarkable productions of the age." He must have been truly impressed with German scholarship and must also have been able to convince the Faculty of Advocates, forwhom he was librarian, of the worth of German scholarship, for in 1820 the Faculty sent him to Gottingen so that he might study their law libraries. Irving devotes several pages of his elementary textbook on Roman law to the praise of the "remarkable" discovery of the Gaius palimpsest. He traces the discovery of the text by Niebuhr and Savigny in language that would have befitted an adventure tale. He elaborates on the various labors required to produce a new edition of the text and was particularly impressed by the use of a then new chemical process to make the under text of the palimpsest visible. He speaks of the reception of the new text as being greeted with "ardor and exultation" strong words for those who spend their lives amidst the "musty tomes" of the Roman law.This excitement over the Verona Gaius is really rather strange. Much of the substance of the Gaius text was already known to legal historians and civil lawyers from its incorporation into Justinian's Institutes and so, from a substantive legal perspective, the find was not crucial. The Gaius did provide new information on Roman procedural rules and it did also provide additional information for those scholars attempting to reconstruct pre-Justinianic Roman law. Nevertheless, these contributions alone seem hardly able to justify the excitement the discovery caused. Instead, I think that the Verona Gaius discovery simply hit a chord in the literary and legal community much the same as did the discovery of the Rosetta Stone or of Schliemann’s Troy. Here was a monument of a great civilization brought newly to light and able to be read for the first time in millenia. And just as the Rosetta Stone helped to establish the modern discipline of Egyptology and Schliemann's discoveries assured the development of classical archaeology as a modern academic discipline, the discovery of the Verona Gaius added to the attraction Roman law held for scholars and for lawyers, even amongst those who were not Romanists by profession. Ancillary to this, the discovery and publication of the Gaius manuscript also added to the fame of the two principals involved in the discovery, Niebuhr and Savigny. What this meant in the English-speaking world is that even those who could not or did not wish to read Savigny's technical works knew of him as one of the discoverers of the Gaius text. This fame itself may well have helped in spreading Savigny's legal and philosophical ideas, for, I would suggest, the Gaius "connection" may well have disposed people to read other of Savigny's writings, unconnected to the Gaius, because they were already familiar with his name.Another example of an English-speaking promoter of Savigny is Luther Stearns Cushing, a noted Boston lawyer who lectured on Roman law at the Harvard Law School in 1848-49 and again in 1851- 1852.Cushing published his lectures at Boston in 1854 under the title An Introduction to the Study of Roman Law. He devoted a full chapter to a description of the historical school and to the controversy betweenSavigny and Thibaut over codification. While Cushing attempted to portray fairly the arguments of both sides, he left no doubt as to his preference for Savigny's approach:The labors of the historical school have established an entirely new and distinct era in the study of the Roman jurisprudence; and though these writers cannot be said to have thrown their predecessors into the shade, it seems to be generally admitted, that almost every branch of the Roman law has received some important modification at their hands, and that a knowledge of their writings, to some extent, at least, is essentially necessary to its acquisition.译文(一)萨维尼和他的英美信徒们*M·H·豪弗里奇弗雷德里奇·卡尔·冯·萨维尼出身贵族,是一位出色的法律改革家,也是一位倡导重建德国教授协会的拥护者,还是历史法学派的创建人之一。
经典外文翻译两篇,中英对照
外文原文 1Building Materials Selection and SpecificationFae'q A. A. RadwanFaculty of Engineering, Near East University, KKTC, Lefkosa, Mersin 10, TurkeyAbstract: The limitations in the selection of the building materials and to the sustainability of any building construction materials that can be used are presented. The practices and techniques that can be used in reducing and minimizing the environmental impacts of building are discussed. Recommendations of using secondary and recycled materials in the construction of buildings are given. Framework for methods of assessment of the sustainability in building construction for environmental performance is presented.Key Words: Limitations, sustainability, environmental impacts, framework, climate.1. IntroductionThere is an apparently unbounded range of possibilities for the selection of building materials for the construction of structures of almost any shape or stature. Its quality will affect the structure function and long life, and requirements may differ with climate, soil, site size, and with the experience and knowledge of the designer. The factors that have the most outstanding solutions are impermeability, control of heat, air, and water flow, and the stability of the structure [1-3].Raw materials extraction, manufacturing processes, and the transportation of the materials to the project site have a multitude of impacts on the environment. These include the disruption of habitats and ecological systems, use of water, and, through energy use, the emissions of air pollutants and climate change gases. Building materials also have major impacts on the building occupants manufacture, construction of buildings and the use of building materials make a significant environmental impact internally, locally and globally. But it is not easy to deliver information to make adequate inclusion decisions considering the whole life cycle of a building. Decisions on sustainable building integrate a number of strategies during the design, construction and operation of building projects. Selection of sustainable building materials represents an important strategy in the design of a building.2.SustainabilityIn recent years, the concept of sustainability has been the subject of much disputation by academics and professionals alike. In 1987, the World Conference on Environment and Development defined sustainable development as development that meets the needs of the present without compromising the ability of future generations to meet their own needs (WCED, 1987).Sustainability must address ecological impacts, regardless of conflicting interpretations of the WCED definition.A good sustainable product must give as much satisfaction as possible for the user. If not, it will be unsuccessful on the market and an economic failure.It is also important to inform people as to what basis a certain product is considered to be sustainable or not and why they should buy it [4- 5].When developing a new product, it is illustrative to move between the three corners Ecology, Equity and Economy in order to obtain a suitable balance so that each category can be fulfilled in the best way.·Ecology (environmental protection).·Equity (social equity).·Economy (economic growth).2.1 Materials Selection and SustainabilityAmong the notable technological developments of the 20th century has been the development of tens of thousands of new materials for use in construction and engineering. The construction industry has also grown to the point where it is a very large consumer of energy and materials. Concern for the environment and the impact of human activity on the Earth's ecological systems has now become clear sighted.We are faced with the problems of material selection and the environmental consequences of their use. Environmentalists have proposed various methods for assessing the impact of materials and energy use, these include ecological foot printing, ecological rucksacks, embodied energy and carbon dioxide values, and so on. Engineers have put forward rational selection methods for the choice of materials. These techniques will be reviewed and explored in an attempt to provide an environmentally-aware, materials selection method- logy for use in construction.Strictly, the term sustainable means that something is capable of being sustained not for an hour, or a day, or a week, month or year, but indefinitely.The implication is that if some process which uses materials and energy is described as sustainable, then the materials and energy which are consumed arecapable of being replaced by natural or other processes as fast as they are consumed. In many cases materials and energy appear to be consumed at a faster rate than they are being replaced. However, to make a judgment, we would need to know what the respective supply and consumption rates are in other words we need some quantitative or numerical index to help us [2].2.2 Environmental CriteriaSince construction uses such large quantities of materials, it has a major impact on the environment. In order to assess and evaluate such impact, a number of criteria or indices have been devised by economists, engineers and environmentalists, and the more important of these are the following [2].2.2.1 Embodied EnergyThis is quite simply the amount of energy consumed in manufacturing a unit quantity of a material, and it is usually expressed in kJ/kg. Its value is determined by the efficiency of the manufacturing plant. Values range from 275 GJ/tonne for aluminum (a high value) to 0.1 GJ/tonne for gravel aggregates (a low value) [2].2.2.2 Embodied Carbon DioxideEmbodied C02 is similar to embodied energy. It is the weight of C02 emitted during manufacture of unit weight of the material, and is usually expressed as kg of C02 per ton.Again, the value will depend upon the efficiency of the manufacturing plant [2].2.2.3 Ecological RucksackThe ecological rucksack concept was devised as a way of assessing material efficiency by F. Schmidt一Bleek [6]. He recognized that many tonnes of raw material could be extracted and processed to make just one kilogram of material. For example, the environmental rucksack for the precious metal platinum is 250,000:1.2.3 Rational Selection MethodThere are various approaches to the problem of selecting materials from the huge numbers now available. Designers can have recourse to materials property charts and data books. Alternatively, they can talk to their colleagues, hoping that by widening the knowledge circle, they will not omit a significant group of materials. Another strategy is simply to specify the same or a similar material to those used in previous, similar designs. All these are valid approaches, but they may result in the specification of a less than ideal material and overall, a less than optimal solution to the problem [3-5].The basis of the rational selection methods devised to date is a recognition that the performance of a component, artifact or structure is limited by the properties of the materials from which it is made. It will be rare for the performance of the item to depend solely on one material property; in nearly all cases, it is a combination of properties, which is important. To give an example, in lightweight design, strength to weight ratio of, and stiffness to weight ratio E/pwill be important. Ref. [3] has put forward the idea of plotting material properties against each other to produce material property maps. On these maps, each class of material occupies a field in material property space, and sub-fields map the space occupied by individual materials.These materials property charts are very information-rich they carry a large amount of information in a compact but accessible form. Interestingly, they reveal correlations between material properties, which can help in checking and estimating data, and they can also be used in performance optimization, in a manner such as that set out as follow.If we consider the complete range of materials, it immediately becomes apparent that for each property of an engineering material there is a characteristic range of values, and this range can be very large. For example, consider stiffness (Young's Modulus E). Materials range from jelly (very low stiffness) up to diamond (very high stiffness). The properties can span five decades (orders of magnitude),A number of conclusions can be drawn, including:(1) A rational selection method such the one put forward by Ashby is capable of incorporating environmental parameters such as embodied energy and C02 or the environmental rucksack concepts, thereby making possible rational selections based on environmental considerations.(2) This method is not as simple to use as the environmental preference method or the environmental profiles method. However, this rational method could be used to generate data for the environmental profiles and preference methods.(3) The construction industry needs to take steps to better integrate itself into the materials cycle. The quantity of demolition waste needs to be reduced, and more of it should be recycled. To this end, the building designers need to keep full records of materials of construction, and buildings need to be designed for easy dismantling at the end of their useful lives.2. 4 Ashby's Materials Selection MethodologyMaterials selection charts一Property interaction (not always causal)一First order optimization●Performance indices●Multiple constrains●Multiple design goals●Shape and material interaction一“Enhanced" performance indicesProcess selection [3, 4].3. Foundations and Construction ComponentIn any consideration of which building materials and alternatives can feasibly be integrated into the foundations of a large-scale development there are several limitations that must be considered.In terms of the actual materials that may be used, there are three main limitations. First, because of the large scale and heavy loads that the foundations must support, strength is imperative. Any materials must be consistently strong and able to effectively distribute the weight of the structure. The second major limitation is climate. In areas with sub-zero winter conditions, frost heave is a major consideration. For this reason, foundations must be deep enough to support the structure despite any changes in near-surface volume; shallow foundations will be insufficient unless certain innovative steps are taken. The limitation of climate also influences any decision on insulating foundations. Finally, there is the consideration of cost. This consideration is reliant on material availability, cost per unit, and building techniques and associated labor. For these reasons, the only materials that can feasibly be used are concrete and steel. Therefore, the alternatives for minimizing impact lie more in the methods of construction and any realistic structural changes that can be made.The three main foundation components of concrete, steel, and insulation will be examined as the only reasonable materials for the construction of a building with limitations such as the foundations [1].3.1 ConcreteIt is the fundamental component of the foundation construction, receiving the building loads through walls or posts and distributes them down and outwards through the footings. Concrete and cement have ecological advantages which include durability, long life, heat storage capability, and (in general) chemical inertness [8].The life cycle concerns of concrete are as follows. First, there is land and habitat loss from mining activities. Furthermore, the quality of both air and water quality suffer from the acquisition, transportation, and manufacture. Carbon dioxide emissions are also a negative environmental impact accrued through the production and use of concrete. Similarly, dust and particulate are emitted at most stages of the concrete life-cycle. $oth carbon dioxide and particulate matter have negative impacts on air quality [1]. Water pollution is also another concern associated with the production of concrete at the production phase. Fly ash is by-product of the energy production from coal-fired plants and increasing its proportion in cement is environmentally beneficial in two ways. First, it helps in reducing the amount of solid waste which requires disposal. As well, fly ash in the cement mixture reduced the overall energy use by changing the consistency of the concrete. Fly ash, increases concrete strength, improves sulfate foundation, decreases permeability, reduced the water ratio required, and improves the pump ability and workability of the concrete [9]. Now in the United States, the Environmental Protection Agency requires that all buildings that receive federa funding contain fly ash and most concrete producer: have access to this industrial waste [9].There are alternative methods of both making concrete and building foundations with this concrete that have environmental benefits, no matter the structure scale or climate. These include Autoclaved Aerated Concrete, the increased integration of fly ash into the cement mixture, and the use of pre-cast foundation systems to reduce resource use. Through consideration and possible integration of these alternatives, impacts could potentially be reduced.3.2 SteelAs wood resources are becoming limited, steel is increasingly popular with builders. In the case of a large-scale building, steel reinforcement is basically a necessity for overall strength and weight distribution.The initial life cycle impacts of steel use are similar to those of concrete. These include land and habitat loss from mining activities, and air and water quality degradation from materials acquisition and manufacture [1]. However, the largest proportion of steel used nowadays contains a percentage of recycled materials. In terms of improving environmental conditions by reducing impacts, this is the only real recommendation for the use of steel in building foundations; to purchase recycled steel products. Not only would this reduce industrial and commercial solid waste,such a decision would also reward the manufacturers of such products.3. 3 InsulationNew and innovative pre-cast building foundations are becoming increasingly available and feasible for implementation. These new systems can reduce the overall raw material use, as well as conserve energy through the creation of an efficient building envelope. A further used of this rigid insulation as a skirt around the building foundations helps to eliminate any potential frost problems, improve drainage, and help further reduce heat loss. A polyethylene air and water vapor barrier is applied above the insulating layer, as is a three to four inch layer of sand. These shallow foundation systems have excellent insulating properties, decreased use of raw materials for concrete, and comparatively low demands for labor. However, the use of rigid insulation is increased. Also, in soils where frost and drainage is a consideration additional piles in the centre of the foundation may be required to prevent movement. This increases the relative land disturbance, although it remains still much less than that of deep foundation systems. Shallow foundations are structurally sound and are becoming increasingly common in colder climates. There are strength considerations associated with these new techniques which must be addressed by someone with the technical ability to do so, before they can be feasibly recommended for the building of the new residence.As discussed above, there are limitations to the sustainability of any foundation construction materials used. In other words, there are environmental impacts associated with all types of foundations. For these reasons, a primary recommendation is the use of secondary materials (fly ash and recycled steel) in the construction of foundations.4. FrameworkThe material components of the building envelope, that is, the foundation, wall construction, insulation and roof, have been analyzed within a framework of primarily qualitative criteria that aim to evaluate the sustainability of alternate materials relative to the materials cited in the current foundation design. This analytical process has enabled the identification of several construction materials that can be feasibly integrated into current design and construction standards of the building envelope.The tools and strategies described below are useful in analyzing the relative benefits of different materials[9-14].Life-Cycle Assessment (LCA). LCA is a comprehensive analysis that takes intoconsideration all aspects of a material over its entire lifetime: raw materials extraction; manufacturing and processing; transport; use; and post-use recycling, reuse, or disposal. This approach enables a true "apples to apples" comparison between materials.The BEES system (Building for Environmental and Economic Sustainability) developed by the National Institute of Standards and Technology is the most widely used methodology. BEES provides materials with a score that can be compared to other similar products. At this time, however, a fairly limited number of materials have completed the BEES analysis.Life-Cycle Costing. Life-Cycle Costing is an analysis of the short- and long-term costs associated with a material, from purchase to ultimate recycling or disposal. This includes frequency of replacement, maintenance costs, and costs that are avoided through use of the material (or system). LCC is useful in looking beyond a comparison based solely on first costs. Similar to LCA, this type of analysis is not available for all materials, but a back-of-the-envelope calculation is usually fairly easy to work up.Certification. Many conventional building products are approved or certified by independent third party or government groups. The Forest Stewardship Council certifies the certifiers (Smart Wood and SCS) that assess whether forestry companies are using sustainable management practices to harvest wood. The Carpet and Rug Institute provides a Green Label for carpets that meet certain low-VOC criteria. Green Guard certifies products that meet strict indoor air quality criteria. The Department of Energy's Energy Star label identifies equipment and appliances that meet or exceed standards for energy efficiency. Scientific Certification Systems and Green Seal certify recycled-content claims and other green product claims made by manufacturers.5. ConclusionOver-consumption, resource utilization, pollution and over-population are examples of the perhaps most basic problems for the environment in the future. A more sustainable future can be achieved by producing more sustainable products causing less environmental impact. Materials and design are and will always be very important areas when developing more sustainable products.The Life Cycle Assessment concept might be the most effective way of determining the environmental impacts for all product stages from extract of material to the product disposal stage. A price must be set for restoration on everyenvironmental impact. Information can be received from official authorities pertaining to the environment in different countries. Renewable and easy recyclable materials are preferably used together with a design for easy recycling and repair of the products. Minimization of the energy connected to the product is also important. Full sustainability can never be achieved for products according to thermodynamic laws. However, the attempt to achieve more sustainability is a requisite if we want to preserve the earth for the coming generations. Education, research and spreading of information will be very important for the future in order to receive more sustainable products especially because the market demand is important in order to develop successful sustainable products.References[1] M. Davison, J. Persmann, J. Reid, J. Stange and T. Weins, Green BuildingMaterials Residence, A WATgreen/ERS 285 study.[2] J. L. Sturges, Construction Materials Selection and Sustainability, School of theBuilt Environment, Leeds Metropolitan University, UK.[3] M. F. Ashby, Materials Selection in Mechanical Design, Pergamon, Oxford, 1992.[4] M. F. Ashby and K. Johnson, Materials and Design: The Art And Science ofMaterials Selection in Product Design, Oxford: Butterworth-Heinemann, 2002 [5] L. Y. Ljungberg, Materials selection and design for development of sustainableproducts, Materials and Design 28(2007)466-479.[6] F. Berkhout and D. Smith, Products and the environment: an integrated approachto policy, Eur. Environ 9 (1999)174-185.[7] F. Schmidt-Bleek, Carnoules Declaration of the FactorTen Club, WuppertalInstitute, Germany, 1994.[8] A.Wilson,Building green on a budget,Environmental Building News8(5)(1999).[9] G.E.Dieter,Engineering Design,McGraw-Hill,New York,l991.[10] Sandy Patience (Ed.),The Role of Evidence in The Selection of BuildingProducts and Materials,Constructing Excellence in The Built Environment.[11] M.D.Bovea and R.Vidal,Increasing product value by integrating environmentalimpacts costs and customer valuation,J Resour Conserv Recycling 41(2004) 133-145.[12] N.S.Ermolaeva,M.B.G.Castro and P.V.Kandachar, Materials selectionfor an automotive structure by integrating structural optimization with environmental impact assessment,Materials and Design 25 (2004) 689.698.[13] M.Goedkoop and R.Spiensma,The Eco-Indicator 99:A Dam age OrientedMethod for Life Cycle Impact Assessment,Amersfooft:PRe consultant B.V.,2000.中文翻译 1建材选择和规格Fae'q A. A. RadwanFaculty of Engineering, Near East University, KKTC, Lefkosa, Mersin 10, Turkey摘要:建材选择的限制和可利用的任何建筑物工程材料的持久性显现出来。
机械毕业设计英文外文翻译217机械设计理论 (2)
外文资料翻译原文(二)Machine design theoryThe machine design is through designs the new product or improves the old product to meet the human need the application technical science. It involves the project technology each domain, mainly studies the product the size, the shape and the detailed structure basic idea, but also must study the product the personnel which in aspect the and so on manufacture, sale and use question. Carries on each kind of machine design work to be usually called designs the personnel or machine design engineer. The machine design is a creative work. Project engineer not only must have the creativity in the work, but also must in aspect and so on mechanical drawing, kinematics, engineerig material, materials mechanics and machine manufacture technology has the deep elementary knowledge.If front sues, the machine design goal is the production can meet the human need the product. The invention, the discovery and technical knowledge itself certainly not necessarily can bring the advantage to the humanity, only has when they are applied can produce on the product the benefit. Thus, should realize to carries on before the design in a specific product, must first determine whether the people do need this kind of productMust regard as the machine design is the machine design personnel carries on using creative ability the product design, the system analysis and a formulation product manufacture technology good opportunity. Grasps the project elementary knowledge to have to memorize some data and the formula is more important than. The merely service data and the formula is insufficient to the completely decision which makes in a good design needs. On the other hand, should be earnest precisely carries on all operations. For example, even if places wrong a decimal point position, also can cause the correct design to turn wrongly.A good design personnel should dare to propose the new idea, moreover is willing to undertake the certain risk, when the new method is not suitable, use original method. Therefore, designs the personnel to have to have to have the patience, because spends the time and the endeavor certainly cannot guarantee brings successfully. A brand-new design, the request screen abandons obsoletely many, knows very well the method for the people. Because many person of conservativeness, does this certainly is not an easy matter. A mechanical designer should unceasingly explore the improvement existing product the method, should earnestly choose originally, the process confirmation principle of design in this process, with has not unified it after the confirmation new idea.Newly designs itself can have the question occurrence which many flaws and has not been able to expect, only has after these flaws and the question are solved, can manifest new goods come into the market the product superiority. Therefore, a performance superior product is born at the same time, also is following a higher risk. Should emphasize, if designs itself does not request to use the brand-new method, is not unnecessary merely for the goal which transform to use the new method.In the design preliminary stage, should allow to design the personnel fully to display the creativity, not each kind of restraint. Even if has had many impractical ideas, also can in the design early time, namely in front of the plan blueprint is corrected. Only then, only then does not send to stops up the innovation the mentality. Usually, must propose several sets of design proposals, then perform the comparison. Has the possibility very much in the plan which finally designated, has used certain not in plan some ideas which accepts.How does the psychologist frequently discuss causes the machine which the people adapts them to operate. Designs personnel''s basic responsibility is diligently causes the machine to adapt the people. This certainly is not an easy work, because certainly doesnot have to all people to say in fact all is the most superior operating area and the operating process.Another important question, project engineer must be able to carry on the exchange and the consultation with other concerned personnel. In the initial stage, designs the personnel to have to carry on the exchange and the consultation on the preliminary design with the administrative personnel, and is approved. This generally is through the oral discussion, the schematic diagram and the writing material carries on. In order to carry on the effective exchange, needs to solve the following problem:(1) designs whether this product truly does need for the people? Whether there is competitive ability(2) does this product compare with other companies'' existing similar products?(3) produces this kind of product is whether economical?(4) product service is whether convenient?(5) product whether there is sale? Whether may gain?Only has the time to be able to produce the correct answer to above question. But, the product design, the manufacture and the sale only can in carry on to the above question preliminary affirmation answer foundation in. Project engineer also should through the detail drawing and the assembly drawing, carries onthe consultation together with the branch of manufacture to the finally design proposal.Usually, can have some problem in the manufacture process. Possibly can request to some components size or the common difference makes some changes, causes the components the production to change easily. But, in the project change must have to pass through designs the personnel to authorize, guaranteed cannot damage the product the function. Sometimes, when in front of product assembly or in the packing foreign shipment experiment only then discovers in the design some kind of flaw. These instances exactly showed the design is a dynamic process. Always has a better method to complete the design work, designs the personnel to be supposed unceasingly diligently, seeks these better method. Recent year, the engineerig material choice already appeared importantly. In addition, the choice process should be to the material continuously the unceasing again appraisal process. The new material unceasingly appears, but some original materials can obtain the quantity possibly can reduce. The environmental pollution, material recycling aspect and so on use, worker''s health and security frequently can attach the new limiting condition to the choice of material. In order to reduce the weight or saves the energy, possibly can request the use different material. Comes fromdomestic and international competition, to product service maintenance convenience request enhancement and customer''s aspect the and so on feedback pressure, can urge the people to carry on to the material reappraises. Because the material does not select when created the product responsibility lawsuit, has already had the profound influence. In addition, the material and between the material processing interdependence is already known by the people clearly. Therefore, in order to can and guarantees the quality in the reasonable cost under the premise to obtain satisfaction the result, project engineer makes engineers all to have earnestly carefully to choose, the determination and the use material.Makes any product the first step of work all is designs. Designs usually may divide into several explicit stages: (a) preliminary design; (b) functional design; (c) production design. In the preliminary design stage, the designer emphatically considered the product should have function. Usually must conceive and consider several plans, then decided this kind of thought is whether feasible; If is feasible, then should makes the further improvement to or several plans. In this stage, the question which only must consider about the choice of material is: Whether has the performance to conform to the request material to be possible to supply the choice;If no, whether has a bigger assurance all permits in the cost and the time in the limit develops one kind of new material.In the functional design and the engineering design stage, needs to make a practical feasible design. Must draw up the quite complete blueprint in this stage, chooses and determines each kind of components the material. Usually must make the prototype or the working model, and carries on the experiment to it, the appraisal product function, the reliability, the outward appearance and the service maintenance and so on. Although this kind of experiment possibly can indicate, enters in the product to the production base in front of, should replace certain materials, but, absolutely cannot this point take not earnestly chooses the material the excuse. Should unify the product the function, earnestly carefully considers the product the outward appearance, the cost and the reliability. Has the achievement very much the company when manufacture all prototypes, selects the material should the material which uses with its production in be same, and uses the similar manufacture technology as far as possible. Like this has the advantage very much to the company. The function complete prototype if cannot act according to the anticipated sales volume economically to make, or is prototypical and the official production installment has in the quality and the reliable aspect is very greatly different, then thiskind of prototype does not have the great value. Project engineer is best can completely complete the material in this stage the analysis, the choice and the determination work, but is not remains it to the production design stage does. Because, is carries on in the production design stage material replacement by other people, these people are inferior to project engineer to the product all functions understanding. In the production design stage, is should completely determine with the material related main question the material, causes them to adapt with the existing equipment, can use the existing equipment economically to carry on the processing, moreover the material quantity can quite be easy to guarantee the supply.In the manufacture process, inevitably can appear to uses the material to make some changes the situation. The experience indicated that, may use certain cheap materials to take the substitute. However, in the majority situation, in will carry on the production later to change the material to have in to start before the production to change the price which the material will spend to have to be higher than. Completes the choice of material work in the design stage, may avoid the most such situations. Started after the production manufacture to appear has been possible to supply the use the new material is replaces the material the most commonreason. Certainly, these new materials possibly reduce the cost, the improvement product performance. But, must carry on the earnest appraisal to the new material, guarantees its all performance all to answer the purpose. Must remember that, the new material performance and the reliable very few pictures materials on hand such understood for the people. The majority of products expiration and the product accident caused by negligence case is because in selects the new material to take in front of substitution material, not truly understood their long-term operational performance causes.The product responsibility lawsuit forces designs the personnel and the company when the choice material, uses the best procedure. In the material process, five most common questions are: (a) did not understand or cannot use about the material application aspect most newly the best information paper; (b) has not been able to foresee and to consider the dusk year possible reasonable use (for example to have the possibility, designs the personnel also to be supposed further to forecast and the consideration because product application method not when creates consequence. ecent years many products responsibilities lawsuit case, because wrongly uses the plaintiff which the product receives the injury to accuse produces the factory, and wins the decision); (c) uses the materialdata not entire perhaps some data are indefinite, works as its long-term performance data is the like this time in particular; (d) the quality control method is not suitable and not after the confirmation; (e) the personnel which completely is not competent for the post by some chooses the material.Through to the above five questions analysis, may obtain these questions is does not have the sufficient reason existence the conclusion. May for avoid these questions to these questions research analyses the appearance indicating the direction. Although uses the best choice of material method not to be able to avoid having the product responsibility lawsuit, designs the personnel and the industry carries on the choice of material according to the suitable procedure, may greatly reduce the lawsuit the quantity. May see from the above discussion, the choice material people should to the material nature, the characteristic and the processing method have comprehensive and the basic understanding.外文资料翻译译文(二)机械设计理论机械设计是一门通过设计新产品或者改进老产品来满足人类需求的应用技术科学。
物流分拣中英文对照外文翻译文献
物流分拣中英文对照外文翻译文献(文档含英文原文和中文翻译)由一个单一的存储/检索机服务的多巷道自动化立体仓库存在的拣选分拣问题摘要随着现代化科技的发展,仓库式存储系统在设计与运行方面出现了巨大的改革。
自动化立体仓库(AS / RS)嵌入计算机驱动正变得越来越普遍。
由于AS / RS 使用的增加对计算机控制的需要与支持也在提高。
这项研究解决了在多巷道立体仓库的拣选问题,在这种存储/检索(S / R)操作中,每种货物可以在多个存储位置被寻址到。
提出运算方法的目标是,通过S/R系统拣选货物来最大限度的减少行程时间。
我们开发的遗传式和启发式算法,以及通过比较从大量的问题中得到一个最佳的解决方案。
关键词:自动化立体仓库,AS / RS系统,拣选,遗传算法。
1.言在现今的生产环境中,库存等级保持低于过去。
那是因为这种较小的存储系统不仅降低库存量还增加了拣选货物的速度。
自动化立体仓库(AS / RS),一方面通过提供快速响应,来达到高操作效率;另一方面它还有助于运作方面的系统响应时间,减少的拣选完成的总行程时间。
因此,它常被用于制造业、储存仓库和分配设备等行业中。
拣选是仓库检索功能的基本组成部分。
它的主要目的是,在预先指定的地点中选择适当数量的货物以满足客户拣选要求。
虽然拣选操作仅仅是物体在仓储中装卸操作之一,但它却是“最耗时间和花费最大的仓储功能。
许多情形下,仓储盈利的高低就在于是否能将拣选操作运行处理好”。
(Bozer和White)Ratliff和Rosenthal,他们关于自动化立体仓库系统(AS/RS)的拣选问题进行的研究,发明了基图算法,在阶梯式布局中选取最短的访问路径。
Roodbergen 和de Koster 拓展了Ratliff 和Rosenthal算法。
他们认为,在平行巷道拣选问题上,应该穿越巷道末端和中间端进行拣选,就此他们发明了一种动态的规划算法解决这问题。
就此Van den Berg 和Gademann发明了一种运输模型(TP),它是对于指定的存储和卸载进行测算的仪器。
水利专业中外语对比翻译2
河北工程大学中外文翻译中外语对比翻译学院水电学院专业农业水利工程班级农水1001姓名徐伟学号100270133importance of waterWater is best known and most abundant of all chemical compounds occurring in relatively pure form on the earth’s surface.Oxygen,the most abundant chemical element,is present in combination with hydrogen to the extent of89percent in water.Water covers about three fourths of the earth's surface and permeates cracks of much solid land.The Polar Regions(原文polar regions)are overlaid with vast quantities of ice,and the atmosphere of the earth carries water vapor in quantities from0.1percent to2percent by weight.It has been estimated that the amount of water in the atmosphere above a square mile of land on a mild summer day is of the order of50,000tons.All life on earth depends upon water,the principal ingredient of living cells.The use of water by man,plants,and animals is universal.Without it there can be no life.Every living thing requires water.Man can go nearly two months without food,but can live only three or four days without water.In our homes,whether in the city or in the country,water is essential for cleanliness and health.The average American family uses from65,000to75,000gallons of water per year for various household purposes.Water can be considered as the principal raw material and the lowest cost raw material from which most of our farm produces is made.It is essential for the growth of crops and animals and is a very important factor in the production of milk and eggs.Animals and poultry, if constantly supplied with running water,will produce more meat,more milk,and more eggs per pound of food and per hour of labor.For example,apples are87%water.The trees on which they grow must have watered many times the weight of the fruit.Potatoes are75%water.To grow an acre of potatoes tons of water is required.Fish are80%water.They not only consume water but also must have large volumes of water in which to k is88%water.To produce one quart of milk a cow requires from3.5to5.5quarts of water.Beef is77%water.To produce a pound of beef an animal must drink many times that much water.If there is a shortage of water,there will be a decline in farm production,just as a shortage of steel will cause a decrease in the production of automobiles.In addition to the direct use of water in our homes and on the farm,there are many indirectways in which water affects our lives.In manufacturing,generation of electric power, transportation,recreation,and in many other ways,water plays a very important role.Our use of water is increasing rapidly with our growing population.Already there are acute shortages of both surface and underground waters in many locations.Careless pollution and contamination of our streams,lakes,and underground sources has greatly impaired the quality of the water which we do have available.It is therefore of utmost importance for our future that good conservation and sanitary measures be practiced by everyone.In nature,water is constantly changing from one state to another.The heat of the sun evaporates water from land and water surfaces,this water vapor(a gas),being lighter than air, rises until it reaches the cold upper air where it condenses into clouds.Clouds drift around according to the direction of the wind until they strike a colder atmosphere.At this point the water further condenses and falls to the earth as rain,sleet,or snow,thus completing the hydrologic cycle.The complete hydrologic cycle,however,is much more complex.The atmosphere gains water vapor by evaporation not only from the oceans but also from lakes,rivers,and other water bodies,and from moist ground surfaces.Water vapor is also gained by sublimation from snowfields and by transpiration from vegetation and trees.Water precipitation may follow various routes.Much of the precipitation from the atmosphere falls directly on the oceans.Of the water that does fall over land areas,some is caught by vegetation or evaporates before reaching the ground,some is locked up in snowfields or ice-fields for periods ranging from a season to many thousands of years,and some is retarded by storage in reservoirs,in the ground,in chemical compounds,and in vegetation and animal life.The water that falls on land areas may return immediately to the sea as runoff in streams and rivers or when snow melts in warmer seasons.When the water does not run off immediately it percolates into the soil.Some of this groundwater is taken up by the roots of vegetation and some of it flows through the subsoil into rivers,lakes,and oceans.Because water is absolutely necessary for sustaining life and is of great importance in industry men have tried in many ways to control the hydrologic cycle to their own advantage. An obvious example is the storage of water behind dams in reservoirs,in climates where there are excesses and deficits of precipitation(with respect to water needs)at different times in the year.Another method is the attempt to increase or decrease natural precipitation by injecting particles of dry ice or silver iodide into clouds.This kind of weather modification has had limited success thus far,but many meteorologists believe that a significant control ofprecipitation can be achieved in the future.Other attempts to influence the hydrologic cycle include the contour plowing of sloping farmlands to slow down runoff and permit more water to percolate into the ground,the construction of dikes to prevent floods and so on.The reuse of water before it returns to the sea is another common practice.Various water supply systems that obtain their water from rivers may recycle it several times(with purification)before it finally reaches the rivers mouth.Men also attempt to predict the effects of events in the course of the hydrologic cycle.Thus, the meteorologist forecasts the amount and intensity of precipitation in a watershed,and the hydrologist forecasts the volume of runoff.The first hydraulic project has been lost in the mists of prehistory.Perhaps some prehistoric man found that pile of rocks across a stream would raise the water level sufficiently to overflow the land that was the source of his wild food plants and water them during a drought. Whatever the early history of hydraulics,abundant evidence exists to show that the builders understood little hydrology.Early Greek and Roman writings indicated that these people could accept the oceans as the ultimate source of all water but could not visualize precipitation equaling or exceeding stream-flow.Typical of the ideas of the time was a view that seawater moved underground to the base of the mountains.There a natural still desalted water,and the vapor rose through conduits to the mountain tops,where it condensed and escaped at the source springs of the streams.Marcus Vitruvius Pollio(ca.100B.C.)seems to have been one of the first to recognize the role of precipitation as we accept it today.Leonardo da Vinci(1452-1519)was the next to suggest a modern view of the hydrologic cycle,but it remained for Pierre Perrault(1608-1680)to compare measured rainfall with the estimated flow of the Seine River to show that the stream-flow was about one-sixth of the precipitation.The English astronomer Halley(1656-1742)measured evaporation from a small pan and estimated evaporation from the Mediterranean Sea from these data.As late as1921, however,some people still questioned the concept of the hydrologic cycle.Precipitation was measured in India as early as the fourth century B.C.,but satisfactory methods for measuring stream-flow were a much later development.Frontinus,water commissioner of Rome in A.D.97,based estimates of flow on cross-sectional area alone without regard to velocity.In the United States,organized measurement of precipitation started under the Surgeon General of the Army in1819,was transferred to the Signal Corps in1870, and finally,in1891,to a newly organized U.S.Weather Bureau,renamed the National Weather Service in1970.Scattered stream-flow measurements were made on the Mississippi River as early as1848,but a systematic program was not started until1888,when the U.S.GeologicalSurvey undertook this work.It is not surprising,therefore,that little quantitative work in hydrology was done before the early years of the twentieth century,when men such as Hortan, Mead,and Sherman began to explore the field.The great expansion of activity in flood control, irrigation,soil conservation,and related fields which began about1930gave the first real impetus to organized research in hydrology,as need for more precise design data became evident.Most of today’s concepts of hydrology date from1930.Hydrology is used in engineering mainly in connection with the design and operation of hydraulic structures.What flood flows can be expected at a spillway or highway culvert or in a city drainage system?What reservoir capacity is required to assure adequate water for irrigation or municipal water supply during droughts?What effects will reservoirs,levees,and other control works exert on flood flows in a stream?These are typical of questions the hydrologist is expected to answer.Large organization such as federal and state water agencies can maintain staffs of hydrologic specialists to analyze their problems,but smaller offices often have insufficient hydrologic work for full-time specialists.Hence,many civil engineers are called upon for occasional hydrologic studies.It is probable that these civil engineers deal with a larger number of projects and greater annual dollar volume than the specialists do.In any event,it seems that knowledge of the fundamentals of hydrology is an essential part of the civil engineer’s training.Hydrology deals with many topics.The subject matter as presented in this book can be broadly classified into two phases:data collection and methods of analysis.Chapter2to6deals with the basic data of hydrology.Adequate basic data are essential to any science,and hydrology is no exception.In fact,the complex features of the natural processes involved in hydrologic phenomena make it difficult to treat many hydrologic processes by rigorous deductive reasoning.One can not always start with a basic physical law and from this determine the hydrologic result to be expected.Rather,it is necessary to start with a mass of observed facts, analyze these facts,and from this analysis to establish the systematic pattern that governs these events.Thus,without adequate historical data for the particular problem area,the hydrologist is in a difficult position.Most countries have one or more government agencies with responsibility for data collection.It is important that the student learn how these data are collected and published,the limitations on their accuracy,and the proper methods of interpretation and adjustment.Typical hydrologic problems involve estimates of extremes not observed in a small data sample,hydrologic characteristic at locations where no data have been collected(such locations are much more numerous than sites with data),or estimates of the effects of man’s actions onthe hydrologic characteristics of an area.Generally,each hydrologic problem is unique in that it deals with a distinct set of physical conditions within a specific river basin.Hence,quantitative conclusions of one analysis are often not directly transferable to another problem.However,the general solution for most problems can be developed from application of a few relatively basic concepts.Of all the earth’s water97%is found in the oceans,2%in glaciers and only1%on land.Of this1%almost all(97%)is found beneath the surface and called sub-surface or underground water.Most of this water eventually finds its way back to the sea either by underground movement or by rising into surface streams and lakes.These vast underground water deposits provide much needed moisture for dry areas and irrigated districts.Underground water acts in similar ways to surface water,also performing geomorphic work as an agent of gradation.Even though man has been aware of sub-surface water since earliest times,its nature, occurrence,movement and geomorphic significance have remained obscure.Recently,however, some answers have been found to the perplexing questions about underground water’s relationship to the hydrological cycle.Since the days of Vitruvius at the time of Christ,many theories have been presented to explain the large volume of water underneath the earth’s surface.One theory was that only the sea could provide such large quantities,the water moving underground from coastal areas. Vitruvius was the first to recognize that precipitation provided the main source of sub-surface water,although his explanations of the mechanics involved were not very scientific.His theory,now firmly established,is termed the infiltration theory,and states that underground water is the result of water seeping downwards from the surface,either directly from precipitation or indirectly from streams and lakes.This form of water is termed meteoric.A very small proportion of the total volume of sub-surface water is derived from other sources. Connate water is that which is trapped in sedimentary beds during their time of formation. Juvenile water is water added to the crust by diastrophic causes at a considerable depth,an example being volcanic water.During precipitation water infiltrates into the ground,under the influence of gravity,this water travels downwards through the minute pore spaces between the soil particles until it reaches a layer of impervious bedrock,through which it cannot penetrate.The excess moisture draining downwards then fills up all the pore spaces between the soil particles,displacing the soil air.During times of excessive rainfall such saturated soil may be found throughout the soil profile,while during period of drought it may be non-existent.Normally the upper limit ofsaturated soil,termed the water table,is a meter or so below the surface,the height depending on soil characteristics and rainfall supply.According to the degree of water-occupied pore space,sub-surface moisture is divided into two zones:the zone of aeration and zone of saturation,as illustrated in Fig4.1.This area extends from the surface down to the upper level of saturation-the water table. With respect to the occurrence and the circulation of the water contained in it,this zone can be further divided into three belts:the soil water belt,the intermediate belt and the capillary fringe (Fig.4.1)Assuming that the soil is dry,initial rainfall allows water to infiltrate,the amount of infiltration depending on the soil structure.Soils composed mainly of large particles,with large pore spaces between each particle,normally experience a more rapid rate of infiltration than do soils composed of minute particles.No matter what the soil is composed of some water is held on the soil particles as a surface film by molecular attraction,resisting gravitational movement downwards.The water held in this manner is referred to as hygroscopic water.Even though it is not affected by gravity,it can be evaporated,though not normally taken up by plants.This belt occurs during dry periods when the water table is at considerable depth below the surface.It is similar to the soil water belt in that the water is held on the soil particles by molecular attraction,but differs in that the films of moisture are not available for transpiration or for evaporation back to the atmosphere.In humid areas,with a fairly reliable rainfall,this belt may be non-existent or very shallow.Through it,gravitational or vadose water drips downwards to the zone of saturation.Immediately above the water table is a very shallow zone of water which has been drawn upwards from the ground-water reservoir below by capillary force.The depth of this zone depends entirely on soil texture,soils with minute pore spaces being able to attract more water from below than soils with large pore spaces.In the latter types of soil the molecular forces are not able to span the gaps between soil particles.Thus,sandy soils seldom exhibit an extensive capillary fringe,merging from soil water through to the zone of saturation.The zone of saturation is the area of soil and rock whose pore spaces are completely filled with water,and which is entirely devoid of soil air.This zone is technically termed ground water even though the term broadly includes water in the zone of aeration.The upper limit of the zone of saturation is the water table or phreatic surface.It is difficult to know how deep the ground-water zone extends.Although most ground water is found in the upper3km of the crust, pore spaces capable of water retention extend to a depth of16km.this appears to be the upper limit of the zone of rock flowage where pressures are so great that they close any interstitialspaces.The upper level of the saturated zone can be completely plotted by digging wells at various places.Studies suggest two quite interesting points(Fig.4.2).1)The water table level is highest under the highest parts of the surface,and lowest under the lowest parts of the surface.Hills and mountains have a higher level phreatic surface than valleys and lakes.The reason for this is that water continually percolating through the zone of aeration lifts the water table,while seepage from the ground-water zone into creeks and lakes lowers the level.2)The depth of the water table below the land surface is greatest in upland areas where the water moves quite freely downhill under gravity.Close to streams,lakes and swamps the water table is close to,if not at the surface,as water from the higher areas builds it up.What causes flooding?The basic cause is excessive runoff from catchment s into river systems incapable of carrying this extra volume.Can science and technology prevent flooding or,at least,reduce its severity?Unfortunately,this is a complex problem to which as yet there is no very satisfactory solution.Let us consider first the reduction of runoff from catchment areas.Some regions have soils which have low absorbing capacity.In a heavy rainstorm such soil is quickly saturated and all additional rainfall then runs off into the river.A seasonal variable is the moisture status of the soil at the commencement of a rainstorm.If the soil is already moist,a relatively minor storm could still cause heavy runoff because the soil is incapable of retaining additional moisture. These factors are not easily influenced by man.However,man’s utilization of the catchment area can have an important influence on rge scale cleaning of trees and scrub greatly reduces the capacity of the soil to retain water.It also tends to cause soil erosion which aggravates flooding by chocking rivers and streams with deposited silt.Correct management of catchment areas is therefore one important approach to the problem of flood control.More direct approach which is used in an emergency is the construction of levee s.when rising floodwaters threaten a township the citizens form work-parties to build barricade s of sandbags along the river bank,hoping that those barricades will hold back the flood waters until the emergency passes.It may be wandered why levees are not usually built as permanent structures to which the town is protected at all times.The reason is that levees are an unsatisfactory solution to the problem.If a levees collapses,the floodwaters escape as a sudden deluge with increased capacity for destruction.Levees as they divert the floodwater from one area frequently create or aggravate problems in another.They can be a cause of enmity between communities for this reason.Anther approach is the construction of dams so that floodwaters can be retained in a reservoir until the crisis is over,slow release of the water during the succeeding weeks or months would then be bined purpose irrigation and flood control dams would seem to be a logical solution.Unfortunately,a reservoir which is to be used for irrigation needs to be kept nearly full in winter,while one which is to be used for flood control needs to be kept empty,so that it is available as a water store when needed.This conflict of operating requirements means that combined purpose dams are rarely feasible.Separate dams would be required for flood control and their very high cost makes this an impractical solution.The next approach to the problem is that of improving the capacity of the river to carry larger volumes of water without overflowing its banks.A number of measures are available,some simple,some complex.They all have widespread effects on the river so any of these measures should be used as part of a comprehensive plan.Work of this kind is known as“river improvement”or“river management”.One simple,but important step is to ensure that the water course of a river is kept free of obstruction s.These frequently consist of dead trees which have fallen into the river,where they remain to impede the flow of water.They are called“snags”and the removal work“snagging”. Many of the trees that line Australian River banks are hardwoods,which are too heavy to float so they remain where they fall.Furthermore,hardwoods are very durable;large red gum logs have been known to survive over a hundred years under water.Another method of increasing the capacity of the river is to remove choking plant growth. Early settlers introduced willow trees to many of our river banks,partly for shade,partly to recall old England and hopefully to reduce the erosion of the river banks.Unfortunately,these trees are difficult to control and willow infestation is now quite commonly a problem. Protection of the banks of a river from erosion by the stream of water is another measure.Rivers which follow a meandering,or winding course tend to erode their banks along the outer curves. This can mean a loss of valuable soil from the eroded bank area and is also a cause of local flooding.Means of protecting banks from erosion have been devised.The simplest device used for this purpose is that of anchored or tied tree trunks along the eroded bank.The trunks protect the bank and encourage the deposition of silt on the bank so that it is gradually built up.Water,one of man’s most precious resources,is generally taken for granted until its use is threatened by reduced availability or quality.Water pollution is produced primarily by the activities of man,specifically his mismanagement of water resources.The pollutants are any chemical,physical,or biological substances that affect the natural condition of water or itsintended use.Because water pollution threatens the availability,quality and usefulness of water, it is of worldwide critical concern.The increase in the number and variety of uses for water throughout the world has produced a wide range of standards of water quality that must be satisfied.These demands include:①preservation of rivers in their natural state;②potability of the water supply;③preservation and enhancement of fish and wildlife;④safety for agricultural use;⑤safety for recreational use including swimming;⑥accommodation to a great variety of industrial purpose;⑦freedom from nuisance;⑧generation of power for public utilities;⑨dilution and transport of wastes.Besides the specific chemical,biological,and physical requirements for the multitude of uses noted above,there are constraints reflecting public health requirements, aesthetics,economics,and short and long-term ecological impacts.Consequently,there is no rigid or specific definition of water pollution,since the intended use or uses of the water must be taken into consideration in any definition of what constitutes polluted water.One method of classifying the gaseous,liquid and solid constituents of water that constitute pollution depends on the intended use of the water.The pollutants are then grouped as not permissible,as undesirable and objectionable,as permissible but not necessarily desirable, or as desirable.For example,if water is to be used immediately for animal consumption,toxic compounds are not desirable,whereas a certain amount of oxygen is not objectionable.On the other hand,if the water is to be used in a power plant for steam generation,toxic materials might be allowable or even perhaps desirable,whereas oxygen that could possibly corrode equipment would be objectionable.Another method of classifying pollutants that enter water as a result of man’s domestic, industrial or other activities is to distinguish between conservative and non-conservative pollutants.Conservative pollutants are those that are not altered by the biological processes occurring in natural waters.These pollutants are for the most part inorganic chemicals,which are diluted in receiving water but are not appreciably changed in total quantity.Industrial wastes contain numerous such pollutants,including metallic salts and other toxic,corrosive,colored, and taste-producing materials.Domestic pollution and return flow from irrigation may contain numerous such pollutants,including chlorides and nitrates.Non-conservative pollutants,on the other hand,are changed in form of reduced in quantity by chemical and physical processes involved in biological phenomena occurring in water.The most common source of non-conservative pollutants is domestic sewage-highly putrescible organic waste that can be converted into inorganic materials such as bicarbonates,sulfates,and phosphates by the bacteria and other microorganism in the water.If the water is not too heavily laden with wastes,it will undergo“self-purification”.This process involves the action of aerobic bacteria,that is,bacteria that require free oxygen to break down wastes,and it produces no offensive odors.If,however,the water is laden with wastes beyond a certain amount,the process of biological degradation becomes anaerobic.That is,it proceeds by the action of bacteria that do not require free oxygen.In the process,noxious hydrogen sulphide gas,methane,and other gases are produced.The aerobic and anaerobic processes that occur naturally in streams are used in sewage treatment plants and are,in fact,major elements in sewage treatment.The problem of water pollution has been and is almost worldwide.Planning can be defined as the orderly consideration of a project from the original statement of purpose through the evaluation of alternative s to the final decision on a course of action.It includes all the work associated with the design of a project except the detailed engineering of the structures.It is the basis for the decision to proceed with(or to abandon)a proposed project and is the most important aspect of the engineering for the project.Because each water-development project is unique in its physical and economic setting,it is impossible to describe a simple process that will inevitably lead to the best decision.There is no substitute for“engineering judgment”in the selection of the method of approach to project planning,but each individual step toward the final decision should be supported by quantitative analysis rather than estimates or judgment whenever possible.One often hears the phrase“river-basin planning”,but the planning phase is no less important in the case of the smallest project.The planning for an entire river basin involves a much more complex planning effort than the single project,but the difficulties in arriving at the correct decision may be just as great for the individual project.The term“planning”carries another connotation which is different from the meaning described above.This is the concept of the regional master plan which attempts to define the most desirable future growth pattern for an area.If the master plan is in reality the most desirable pattern of development,then future growth should be guided toward this pattern. Unfortunately,the concept of“most desirable”is subjective,and it is difficult to assure that any master plan meets this high standard when first developed.Subsequent changes in technology, economic development,and public attitude often make a master plan obsolete in a relatively short time.Any plan is based on assumptions regarding the future,and if these assumptions are not realized the plan must be revised.Plan generally must be revised periodically.An overall regional water-management plan,developed with care and closely coordinated with other regional plans,may be a useful tool in determining which of many possible actions。
外文翻译
Green International Wine MarketingGreen International Wine MarketingMary Pugh & Richard FletcherAbstract The Banrock Station brand, owned by wine producer BRL Hardy, has been highly successful in the UK and USA, and in the Australian premium wine market. In part, success has arisen from the positive attributes of being a ‘new world’ wine, but the case study shows that it is branding as a ‘green’ wine that supports conservation activities that has given Banrock Station a distinctive edge. The experience of BRL Hardy points to a number of key lessons in international marketing that may help other companies break free from the competitive pack. Keywords: Wine marketing, green brands, international marketingIntroduction One of the major challenges facing Australian firms in the international marketplace is how to differentiate their products from those of competitors. This case explores the challenges facing BRL Hardy Ltd. of Australia and how they met the challenge in a global wine market that is highly competitive and characterised by multiple players, labels and products. Although Australia has captured only 5% of the world’s wine market, Australian wines are the fastest growing import category in key markets such as the UK and USA, stealing market share from traditional ‘old world’ wine producers such as France, Italy, Germany and Spain. Australia’s success to date stems not only from its comparative advantage of producing quality wines at reasonable prices, but the ability of Australian wine companies to build brands to compete internationally. This case study demonstrates BRL Hardy has identified a unique global market segment of a wine targeted at the environmentally conscious. The case covers the initial stages of the implementation of the strategy to position its BRL Hardy’s Banrock Station brand of wines in the environmentally conscious segment, through to a promotional program of ‘green’ international wine marketing. Background BRL Hardy Ltd. was formed after a 1992 merger ofSouth Australian-based wineries, Berri Renmano Ltd. and Thomas Hardy and Sons Pty Ltd. It is now one of the top four wine producers in Australia and one of the top 10 largest wine groups in the world. Its Banrock Station brand, produced from grapes mostly grown in the Riverland region of South Australia, is the rising star of the company’s wine portfolio. The first wine stock was produced as recently as 1995, and now production is 2.4 million cases a year. In 1994 BRL Hardy acquired Banrock Station with 250 hectares of good soil for producing premium grape varieties. The rest of the property is made up of 900 hectares of wetland and 600 hectares of protected Mallee Woodland eco system. The property was suffering from the impact of prolonged farming and grazing. BRL Hardy, together with Wetland Care Australia undertook a huge revegetation program to remove stock, install fish barriers and reintroduce natural wetting and drying cycles in the wetland. This has resulted in the native birds and fish, water plants, frogs, and insects returning to restore the health of the River Murray. The 250 hectares of new vineyard is used to produce five major wine varieties. As Figure 1 shows, red wines are more favoured than white wine varieties. The vineyard’s total yield per year is 5,000 tonnes which converts to 3,500,000 litres of wine or 380,000 cases. The additional tonnage required to meet domestic and export76Australasian Marketing Journal 10 (3), 2002Green International Wine MarketingWine Variety 20 33 43 48 59 0 20 No of Hectares 40 60Merlot Chardonnay Semillon Cabernet Sauvignon ShirazFigure 1: Banrock Station Major Wine Varieties (Source: BRL’s Banrock Station)demand of over two million cases comes from purchasing other grapes from local producers in the Riverland. Australia and the Global Wine Market Market conditions are ripe for Australian wine producers to increase exports. The ‘old world’ wine producers such as France and Italy, which have historically held a large market share of the global export market, are in decline. In 1997, France held 26% of export volume, Italy 23% and Spain 14%. In total these ‘old world’ producers represented 67% of the export wine market. However, it is the ‘new world’ wine producers such as Australia, New Zealand, Chile and South Africa who are experiencing growth. While only holding a relatively small market share of export volume, they are stealing share from the ‘old world’ producers. Following centuries of quality wine being associated with ‘old world’ wine producers, Australian wines are now at the forefront of a new consumer trend led by ‘new world’ producers – the supply of good quality, good value, ready to drink now, good tasting, fruity wines. As Table 1 shows, Australia is ranked Number 4 on exportvalue and is the market leader in ‘new world’ wines. Australia’s remarkable success in the UK market is being demonstrated by delivering wine products that are relevant to everyday living and enjoyed by all. The wine brand ‘Australia’ is leveraging the effect of country of origin image (Abmed & D’Astous 1996) in transferring favourable perceptions of quality fruit and a relaxed lifestyle to its food and wine. This positioning in the UK and USA markets has stimulated demand for ‘premium’ category wines (i.e., those that are categorised above basic ‘good quality/good value’ wines). Australian wine exports have grown substantially since the mid 1980s. At the end of the 2000/01 financial year, Australia exported 339 million litres which was a 17% increase on the previous year. The export market volume for Australian wine is projected to double in size over the next ten years to 676 million litres accounting for 61% of production compared to 47% at present. This is illustrated in Figure 2. There are five key quality/price segments in the wine industry. The principal driving force behind increasedAustralasian Marketing Journal 10 (3), 200277Green International Wine MarketingTable 1: 1997 World Wine Export Value (Source: Berger, Spahini and Anderson 1999) Country Export Value as a % of world wine exports 41.7 17.2 9.2 4.8 4.3 3.8 3.6 3.3 3.2 1.5 Old or New World Wines1. France 2. Italy 3. Spain 4. Australia 5. Portugal 6. Germany 7. Chile 8. USA 9. Fomer Soviet Union 10. South AfricaOld Old Old New Old Old New New Old Newexport sales is considered to be in the branded premium wine segment estimated to account for 34% of world wine sales. Australian brands in relation to these segments are shown in Figure 3. As the graph shows, Banrock Station falls into the premium category (above ‘basic’, and below ‘super-premium’). Developing an International Strategy The challenge for BRL Hardy is how to secure additional export sales in an increasingly competitive market. Application of Porter’s ‘Five Forces Model’ (1990) to the global marketplace for Australian wines indicates: New Entrants: There is a likely threat from new entrants, especially from large global liquor giants such as Diageo and Allied Domecq of the UK and LVMH and Pernod Ricard of France, who see the wine sector as a faster growing business compared to other liquor categories such as spirits, beer and champagne with which they were historically associated. They are aggressively embarking on acquisitions and are interested in Australian wineries. Suppliers: There is a low threat from suppliers of grapesas these have little bargaining power apart from those supplying Merlot and Verdelho who have more clout due to some shortage of these varieties. Over-planting of red wine grapes has given Australian wineries scope to obtain higher quality product at a competitive price. Buyers: The threat from buyers is high as securing distribution in a crowded market is difficult, especially when the distribution channels in major overseas markets are largely dominated by supermarket and major liquor chains. There is some evidence that distributors are becoming more favourably disposed towards Australian wines due to their consistent quality and availability. Substitutes: Although there are other alcoholic products that compete with wine, wine is the fastest growing alcoholic beverage on a global basis. Australia has a comparative advantage in producing innovative, high quality wines which, because they can be consumed without aging, attract new wine consumers and young drinkers in ‘old world’ countries. As illustrated in Figure 4, BRL countered the reaction of industry competitors to overseas market entry. BRL differentiated themselves by pursuing a niche market78Australasian Marketing Journal 10 (3), 2002Green International Wine Marketingstrategy in their target overseas markets. This was achieved by positioning the Banrock Station brand initially in the two major markets of the UK and USA as a ‘green’ wine that supports conservation activities. This involved looking at the market from a different perspective and looking at areas to create value to differentiate the selected brand from the competitive pack. The key to discovering new value was asking four basic questions, as outlined in the Kim and Mauborgne Model (1999) shown in Table 2. Addressing these key questions has allowed BRL to create Banrock Station - a wine that can be simply positioned as “good wine, good earth, good living”. Kim and Mauborgne (1999) suggest ‘The Value Curve’ – a graphic depiction of the way a company or industry configures its offering to customers – is a powerful tool for creating new market space. It is drawn by plotting the performance of the offering relative to other alternatives along the key success factors that define competition inthe industry. Identified in Figure 4, the creation of a new value curve would appear to be possible for Banrock Station wine, by adopting a marketing positioning strategy based on a ‘green’ wine that supports conservation activities. Creating a ‘Green’ Brand Creating a ‘green brand’ meant tapping into the values and beliefs of wine buyers. As a starting point, BRL Hardy recognised that their investment in and achievement of restoring the magnificent Banrock Station wetlands might be shared with their customers. This strategy has proven to be successful in Australia. With every bottle of Banrock Station wine sold, a portion of the sale proceeds is donated to conservation projects to ensure environmental havens are restored and preserved for future generations. All proceeds in Australia go to Wetland Care Australia and Landcare Australia. An analysis of the demographics of wine consumption inYear 676 437 Forecast20102001 Current339 3691990 Historical 042 301200400 Million Litres600800International Markets Australian DomesticFigure 2: Australian Domestic Market vs International Market Growth (Data Source: Wine Federation of Australia & Australian Wine and Brandy Corporation, 2000)Australasian Marketing Journal 10 (3), 200279Green International Wine MarketingPrice Price range ICON USD 50 AU 50 UK 20 Indicative brandsPenfolds Grange Henschke Hill of Grace Leeuwin Chardonnay Petaluma Coonawarravolume market share: 1%Price range ULTRAPREMIUMUSD 14-49.99 Indicative brands AU 15-49.99 Wolf Blass Grey Label Orlando St Hugo UK 7-19.99 BrokenwoodDe Bortoli Yarra Valley Pipers Brookvolume market share: 5%Price rangeUSD 8-13.99 Indicative brands AU 10-14.99 Penfolds Koonunga Hill Jamieson's Run UK 5-6.99 Rosemount Diamond LabelLeasingham Bin Rangevolume market share: 10%SUPER PREMIUMPrice rangeUSD 5-7.99 AU 5-9.99 UK 3-4.99Indicative brandsBarramundi Banrock Station Jacobs Creek Lindeman's Bin Range Oxford Landing Hardy's Nottage Hillvolume market share: 34%PREMIUM Price range < USD 5volume market share: 50%BASICVolumeFigure 3: Quality Segments in the Wine Industry (Source: Wine Federation of Australia & Australian Wine and Brandy Corporation, 2000) developed country markets such as Australia indicates that the bulk of wine consumers typically fall into the age group 40 and 60 years with a skew towards women. This generation is often referred to as ‘Baby Boomers’ and represents about 24% of the Australian population and around 33% of the US population. It is a group that is sensitive to environmental concerns. They were the original activists and are pro environmentalists. They created the first Earth Day back in 1970. However, the values of this group have not previously been tapped as far as wine marketing is concerned. For this strategy to be implemented, it must be conveyed to the customer via the brand. The brand is a bond with the customer. Keegan, Moriarty and Duncan (1992, p. 448) defines it as a “perception in the mind of consumers who ascribe beliefs, values and personalities to products” and Kotler (2000, p. 404) as a “seller’s promise to deliver a specific set of features, benefits and services consistently to buyers”. Strategically, it has been brands that have made Australian wine producers successful over other market competitors - not the name of the wine producer. Successful wine, the brand and the attitude it engenders, must relate to the wine consumer’s own sense of individuality and unique style. For a ‘green’ wine, the brand image should appeal to consumer’s who are seek-80Australasian Marketing Journal 10 (3), 2002Green International Wine MarketingSource: Banrock Station Wine postcarding a product that fits with their values of good living, being healthy and their desire to act in an environmentally friendly way. Wine buyers are thinking about the quality connection with where the product comes from and what they are purchasing. Ottman (1992) claimed that while quality, price and convenience are still uppermost in consumers’ purchasing decisions, a fourth attribute, environmental compatibility, that is a product’s greenness, is fast becoming a tie-breaker at the shelf.By linking Banrock Station’s brand attributes of good value, quality wines, that are ready to drink now, with a conservationist personality it is intended to create a new source of competitive advantage for BRL Hardy’s Banrock Station brand. The brand slogan “good earth, fine wine” easily identifies Banrock Station with supporting the environment. Additional in-store promotional material highlights Banrock Station Wines conservation initiatives – for example, a bottle flyer with a pelican. This saves the consumer time in evaluating otherTable 2: Creating a New Value Curve Key Questions 1. Reduce – What factors should be reduced well below the industry standard? Areas for innovation – Price – Length of time to markets from the vine to the table – Alcohol content – A representation of healthy living – An environment friendly wine – A relationship with the brand – Flavour and wine quality – Innovative wine styles – Interesting brands – Standard labels/packaging – Snob Factor – Wine speak2. Create – What factors should be created that the industry has never offered?3. Raise – What factors should be raised well above industry standards?4. Eliminate – What factors should be eliminated that the industry takes for granted?Australasian Marketing Journal 10 (3), 200281Green International Wine MarketingHighRelative valueNealu wVeCLow Price Quality Taste Ready to drink Environment friendlyKey elements of the wine industry product, service and deliveryTraditional bottled wine value curve Banrock Station wine's new value curveFigure 4: The New Value Curve for Banrock Station Winebrands and helps them to easily distinguish the point of difference in retail outlets. In addition, Banrock Station’s green brand image is reflected in the advertising, good news stories about conservation projects, packaging, point of purchase promotions, wine shows and on the website where consumers can take a virtual tour of Banrock Station (see: .au). Application of ‘Green’ Brand Equity to International Markets As the ‘green’ marketing approach was successful in Australia, BRL Hardy decided to apply it to selected overseas markets which were considered to offer longterm growth potential. The eight selected international wine markets were the USA, Netherlands, Canada, Sweden, New Zealand, UK, Finland and Denmark. All are developed markets with environmentally sensitive ‘Baby Boomers’. In these markets, BRL aimed to build strategic alliances with local conservation groups, as they did in Australia. A key to the market entry strategywas establishing strategic alliances with ‘green’ groups so as to increase consumer’s confidence in and credibility of the brand’s environmental claims. In each case, a certain percentage of profit from sales of each bottle of wine would go to the alliance partner to fund environmental projects. Implementation of this international approach was facilitated by hiring an environmental scientist, Tony Sharley, who manages the Banrock Station Wine and Wetland Centre in Australia. In this role, he manages conservation projects with organisations in key international markets and can verify Banrock Station’s ‘green’ credentials. High on the agenda was Australia’s number one wine market, the UK, where BRL sells a number of successful brands. In the UK, Banrock Station wines and the Wildfowl and Wetlands Trust (WWT) are working together to save wetlands and wildlife. Funds from Banrock Station wines are being used to support the continual monitoring and maintenance of 4,000 acres of WWT’s wetland reserves and their wildlife.82Australasian Marketing Journal 10 (3), 2002urveGreen International Wine MarketingIn Canada, BRL established their own organisation to coordinate environmental projects to help conserve and protect endangered birds and wetlands (the Banrock Station Wine Wetland Foundation, Canada). In the USA, Banrock Station has partnered with the Arthur R Marshall Foundation to champion restoration and preservation of America’s Greater Everglades ecosystem and sponsored Cypress Tree Planting Day in an effort to restore the Everglades ancient forest. In Europe, Banrock Station wines are working with the Swedish Wetland Fund, with proceeds supporting OsterMalma, Lida and other wetlands in the area; in Finland, with Liminganlahti Bay, a high profile and highly regarded wetland region in the north of Finland; and in Netherlands Banrock Station wines, Staatsbosbeheer and Wetlands International are working together to save wetlands. Recently, Banrock Station commenced a partnership with Danish Nature who will use the funds to restore wetland in the Langelands region. Closer to home, Banrock Station wines have combined with the environment group, Wetland Care New Zealand to sponsor wetland restoration projects throughout New Zealand. The first year’s proceeds under the sponsorshiphelped to develop a wetland within the widely acclaimed Karori Sanctuary in Wellington and this year a wetland has been created at Masterton in the Wairarapa region. International Sales Growth Figure 3 shows that Banrock Station is in the premium wine category offering good value for money. A similar price positioning has been adopted in selected overseas markets. As such, it is priced below some of its major Australian competitors. In the UK, BRL Hardy has had to contend with a distribution system where the retailers are gate-keepers and ten accounts can represent 70% of the market. Here, buyer label wines account for a considerable share of the market. To counter this it is necessary for Banrock Station to create an awareness of their own brand. This is being achieved via the use of cinema and outdoor advertising, including the London Underground. By contrast, in the USA the distribution of wines approximates that of fast moving consumer goods (FMCG) and there is little wine sold under the labels of buyers. The value for money claim is being augmented in all markets with the “support conservation theme” and point-of-sale support that reinforces the conservation image. It is this support that provides the brand with its unique selling proposition (USP).Table 3: UK Brands Top Wines 2000 Listing (Source: Macquarie Bank Research 2001) Brand Ernest & Julio Gallo Jacobs Creek Hardys Stowells of Chelsea Rosemount Lindemans Penfolds Blossom Hill Le Piat D’or Banrock Station Company E&J Gallo Winery Orlando Wyndham BRL Hardy Wine Matthew Clark Rosemount Wine Estates Southcorp Wines Southcorp Wines UDV Piat Pere Et Fils BRL Hardy Wine Off Trade % Growth 22% 24% 33% 28% 69% 53% 2% 143% (-15%) 165%Australasian Marketing Journal 10 (3), 200283Green International Wine MarketingThis approach has proved to be a deciding factor at the point-of-purchase amongst the growing number of environmentally conscious consumers in the US and the UK. Banrock Station wines are proving to be a stand out performer for BRL Hardy in international markets. They are ranked Number 7 in the Top 10 selling Australian wine brands in the US Market and 3rd in volume of the premium Australian brands exported to the US. In the 13-week period ending 17 May 2001, Banrock Station’s overall ranked position in the US market was 189th and it is the fastest growing brand in the BRL portfolio. Banrock Station is the number one fastest growing brand in the UK as shown in Table 3. There is no doubt that much of this success has been due to the ‘green’ international wine marketing of Banrock Station wines. Future growth is dependent upon maintaining and building the brand through continued investment in conservation projects and the development of new markets with significant segments of environmentally friendly wine buyers. Key Lessons The success of BRL’s Banrock station brand in the UK and US markets to date can be explained in part by its being a ‘new world’ wine, priced in the attractive ‘premium’ wine category with a country of origin image associated with sunshine, health and wide open spaces – an attractive image consistent with wine production. However, of themselves these ‘new world’ wine characteristics do not explain the rapid rise in overseas sales, nor its major market share amongst the Australian premium wine segment. Success is also due to the niche marketing strategy pursued by the firm of positioning the brand as a ‘green’ wine that supports conservation activities. This strategy has positioned the brand in a new marketspace that includes environmentally conscious consumers. This strategy appeals to a different set of values, and values not targeted by other wine producers. Although the magnitude of this segment may differ between countries, environmentally conscious consumers are a global segment that offers considerable potential for the future marketing of the Banrock Station brand. The experience of BRL Hardy points to a number of other key lessons in international marketing that may help other companies also break free from the competitive pack. The first of these is that innovative marketing approaches are a useful vehicle for companies to create new overseas markets and/or reposition themselves in existing markets. BRL’s approach was to look at their market from a new perspective and create new value forstakeholders in those markets. This was achieved by tapping into the values and beliefs of their customers and creating new product attributes to influence the purchasing decisions of customers. In this case it was by creating a brand associated with caring for the environment as illustrated by investing sales receipts back into conservation projects. The second lesson relates to the need to pursue a strategy in depth rather than superficially if it is to be effective in overseas markets. In this case a company embarking on a ‘green’ brand strategy needs to realise it has to be more than just a gimmick. The company has to excel in delivering not just the product benefits, but also the green benefits that customers truly desire. BRL’s experience shows their ‘green’ brand has to stay relevant and credible. This was achieved by ongoing restoration of its own wetland, employing an environmental scientist, and consistently communicating the brand’s environmental initiatives and project involvement via publication of ‘good news’ stories, distinctive product packaging and labelling, and through the focus of its sales team. Only in this way can a company continue to grow the market in its chosen segment. Finally, the application of brand management to overseas markets often requires the building of strategic alliances with local groups if brand equity is to be sustained or further developed in these overseas markets. In the case of BRL Hardy, the strategic alliances were with local conservation groups similar to those with whom alliances had been forged in Australia. The lesson from Australia was in this case applied in overseas markets – that the brand must associate itself with the projects of its alliance partner and should do this by the firm’s management maintaining an active interest in the quality of those environmental projects. Banrock Station’s environmental scientist developed quality controls to ensure that funds directed to those conservation groups from Banrock Station sales were invested in technically sound and rewarding conservation projects. If ‘green’ projects are important, well supported and understood by the consumer, the brand will build and increase its ‘green’ brand equity. In summary, BRL have shown how important a ‘green’ brand is to increasing market share and how innovation in marketing can help a company create a point of difference that redefines the attributes on which buyers base their purchasing decision. References Ahmed, S.A., D’Astous, A., 1996. Country of Origin and Brand Effects: A Multi-Dimensional and Multi-Attribute84Australasian Marketing Journal 10 (3), 2002Green International Wine MarketingStudy. Journal of International Consumer Marketing 9(2), 93-115. Berger, N., Saphini, P., Anderson, K., 1999. Bilateral Trade Patterns in the World Wine Market 1988 to 1997: A Statistical Compendium. University of Adelaide: Centre for International Economic Studies. Keegan, W., Moriarty, S., Duncan, T., 1992. Marketing. New Jersey: Prentice Hall. Kim, C., Mauborgne, R, 1999. Creating New Market Space. Harvard Business Review, January-February, 83-93. Kotler, P., 2000. Marketing Management: The Millenium Edition. New Jersey: Prentice Hall. Macquarie Bank Research, 2001. Essentials, March 2001. Ottman, J A, 1992. Green Marketing: Challenges and Opportunities for the New Marketing Age. Chicago: NTC Business Books. Porter, M., 1990. The Competitive Advantage of Nations. London: Macmillan. Wine Federation of Australia & Australian Wine and Brandy Corporation, 2000. The Marketing Decade 20002010, November (.au).Acknowledgements The authors of this case are grateful to Mr Stephen Millar (Managing Director, BRL Hardy Ltd); Mr David Woods (International Trading Director, BRL Hardy Ltd) and Mr Tony Sharley (Manager, Banrock Station Wine and Wetland Centre) for agreeing to be interviewed and for their valuable insights. Biographies Mary Pugh is a Marketing Project Manager at the NSW Police. She has recently graduated from the Masters of Business (International Marketing) program. Richard Fletcher, PhD, is an Associate Professor and Director of Post Graduate Programs in the School of Marketing, University of Technology, Sydney. Correspondence Addresses Mary Pugh, C/o School of Marketing, University of Technology, City Campus, Quay St, Haymarket, PO Box 123 Broadway, Sydney NSW 2007. Email: marygabrielle @, Richard Fletcher, School of Marketing, University of Technology, City Campus, Quay St, Haymarket, PO Box 123 Broadway, Sydney NSW 2007. Telephone: +61 (2) 9514 3537, Facsimile: +61 (2) 9514 3535, e-mail: Richard.Fletcher@.auAustralasian Marketing Journal 10 (3), 200285。
5、外文文献翻译(附原文)产业集群,区域品牌,Industrial cluster ,Regional brand
外文文献翻译(附原文)外文译文一:产业集群的竞争优势——以中国大连软件工业园为例Weilin Zhao,Chihiro Watanabe,Charla-Griffy-Brown[J]. Marketing Science,2009(2):123-125.摘要:本文本着为促进工业的发展的初衷探讨了中国软件公园的竞争优势。
产业集群深植于当地的制度系统,因此拥有特殊的竞争优势。
根据波特的“钻石”模型、SWOT模型的测试结果对中国大连软件园的案例进行了定性的分析。
产业集群是包括一系列在指定地理上集聚的公司,它扎根于当地政府、行业和学术的当地制度系统,以此获得大量的资源,从而获得产业经济发展的竞争优势。
为了成功驾驭中国经济范式从批量生产到开发新产品的转换,持续加强产业集群的竞争优势,促进工业和区域的经济发展是非常有必要的。
关键词:竞争优势;产业集群;当地制度系统;大连软件工业园;中国;科技园区;创新;区域发展产业集群产业集群是波特[1]也推而广之的一个经济发展的前沿概念。
作为一个在全球经济战略公认的专家,他指出了产业集群在促进区域经济发展中的作用。
他写道:集群的概念,“或出现在特定的地理位置与产业相关联的公司、供应商和机构,已成为了公司和政府思考和评估当地竞争优势和制定公共决策的一种新的要素。
但是,他至今也没有对产业集群做出准确的定义。
最近根据德瑞克、泰克拉[2]和李维[3]检查的关于产业集群和识别为“地理浓度的行业优势的文献取得了进展”。
“地理集中”定义了产业集群的一个关键而鲜明的基本性质。
产业由地区上特定的众多公司集聚而成,他们通常有共同市场、,有着共同的供应商,交易对象,教育机构和其它像知识及信息一样无形的东西,同样地,他们也面临相似的机会和威胁。
在全球产业集群有许多种发展模式。
比如美国加州的硅谷和马萨诸塞州的128鲁特都是知名的产业集群。
前者以微电子、生物技术、和风险资本市场而闻名,而后者则是以软件、计算机和通讯硬件享誉天下[4]。
外文翻译原文
外文翻译原文European case law and theWTO ruling on conflicts between geographical indications and trademarks 1 IntroductionGeographical indications (hereinafter referred to as GIs) are geographical or traditionalnames which identify a good as originating in a particular territory,where aThis paper is the written version of the presentation given by the authorat the ERA conference on�DRecent developments in European intellectual property law‖, held in Trier on 1�C2 December 2021.A word of appreciation and thanks for suggestions and encouragement during work on this article isdue to Bernard O‘Connor, senior partner of O‘Connor and Company, and Florence Hartmann-Vareilles, Head of the �DEurop ean Business Law‖ Section at the Academy of European Law in Trier.given quality, reputation or other characteristics of the good are essentially attributableto its geographical origin. Examples of such indications are Parmigiano Reggiano, Roquefort, Irish Whiskey, Manchego, Cognac, Teruel and Parma hams, Feta cheese, Tuscany olives and many other well known names of foods in Europe. The main function of GIs is to identify the origin of goods and expressly note the specific qualities which are due to the geographical origin. Evidently,this helps in differentiation of the products among similar goods and their identification as specific quality products on the market. For these reasons geographical indications arerecognised as a valuable tool for achievement of rural and social development goals. Besides, they address quality concerns and providemarketing opportunities for traditionalproducts. Their economic benefits cannot be underestimated; GIs help producers to obtain premium prices for their products, guaranteeing at the same time safety and quality of products to consumers. By acquiringrecognition, GIs are increasingly becoming known as traditional quality products from specific regions. GIs have a long history in Europe and are of particular importance for the European Union at present.1Council Regulation 510/2021 on the protection of geographical indications and designations of origin for agricultural products and foodstuffs2 iscentral in the EC legal framework for the protection of GIs. The protection of geographical indications for wines in the EC is regulated by Council Regulation 479/2021 of 29 April 2021 on the common organisation of the market in wine,3 which lays down the rules and standardsfor designations of origin and geographical indications for wines. With respect to wines, Commission Regulation 753/2002 of 29 April 2002 on the description, designationand protection of certain wine sector products is also relevant, as it lays downthe rules for the labelling of wine.4 Regulation 110/2021 of the European Parliament and of the Council of 15 January 2021 on the definition, description, presentation, labelling and the protection of geographical indications of spirit drinks deals with the use of geographical names for spirits.5There have been a number of disputes concerning the provisions of the abovementioned European regulations involving geographical indications. The major issues concerned generic character of registered and protected names,6 the use of partsof compound geographical indications,7 definition of geographical area of protection of GI products,8 particularities of specifications9 and various others.10 However, without doubt, the most extensive European case law concerns conflicts between geographicalindications and trademarks. This article, therefore, reviews the cases dealtwith by the European Court of Justice involving conflicts between geographical indicationsand trademarks and inquires into the WTO dispute, which examined relevant EU provisions on GIs and trademarks.2 Interface between geographical indications and trademarksIn performing their function of identification of goods, geographical indications, in spite of being recognised as a separate intellectual property type, are often linked with trademarks, particularly because in a number of WTO members GIs are protected as trademarks.11Trademarks, similar to geographical indications, serve for identification of goods. Their main purpose is to distinguish the goods or services of one undertaking from goods or services of another undertaking. However, even though there are some similaritiesbetween geographical indications and trademarks, they are different legal concepts. Besides, geographical indications and trademarks play a different role with regard to development of rural communities and information transmitted to consumers. The possibility of conflict between geographical indications and trademarks is recognised both in national and international law. As to the international treaties, few of them regulate expressly the relationship between trademarks and geographical indications.12 Only one, the TRIPS Agreement, deals comprehensively with both types of intellectual property rights in the same instrument.The EU legislation also devotes attention to the issue in question. Regulation510/202113 Article 14 helps to regulate the problems arising when a trademark that includes a geographical name clashes with a protected geographical indication or a protected designation of origin.14 The Regulation distinguishes between three situations.The simplest case is the first one, referred to in Article 14.1 of the Regulation. Any application for a conflicting trademark for the same type of product made after the date of application for protection of the geographical name at Community level will be refused. In this case, the regulation gives priority to the geographical name. The second case, referred to in Article 14.2 of the Regulation, provides for coexistencein certain cases. However, a conflicting trademark can only continue to be used in accordance with Community law if:�C the trademark was applied for, registered or established by use in good faith before the date of protection in the country of origin or the date of submission to the Commissionof the application for registration of the protected geographical indication or protected designation of origin;�C there are no grounds for invalidity or revocation of the trademark under applicable Community legislation.The third situation is different. In case of conflicts between registered trademarks and geographical indications, the registration of the latter is not allowed if it would mislead the consumer in light of a trademark‘s reputation and the length of time it has been used.15 As an illustration of this situation, consider a hypothetical example of application for registration of �DGuinness‖ beer from the little village of Guinness in France. Such an application would be refused in light of the protection of the Irish trademark �DGuinness‖.163 The European case law involving conflicts between geographical indications and trademarksThe European case law on conflicts between geographical indications and trademarks is the most extensive. This is not surprising, considering that even during the negotiationsof the WTO TRIPS Agreement the issue of geographical indications andtrademarks was the most contentious. These negotiations might have been influenced by the famous ?Torres? case. In this case, the �DMiguel Torres‖ trademark had been registered in Spain and used for wine for many years. The Portuguese government declared �DTorres Vedras‖ a geographical indication, which, under a European Commissionregulation on wine, would have resulted in prohibiting the use of the�DMiguel Torres‖ trademark s ince it was in conflict with a geographical indication. As a consequenceof this case, the European Commission subsequently amended its regulation to allow the co-existence of both the geographical indication and the trademark. 3.1 The Austrian ?Camboz ola‘ cheese case17The Italian Consorzio per la Tutela del Formaggio Gorgonzola brought proceedings against K?serei Champignon Hofmeister GmbH & Co. KG and Eduard Bracharz GmbH (Austria) prohibiting the marketing in Austria of a blue cheese under the designation?Cambozola? and requiring cancellation of the ?Cambozola? trademark. Theapplicant referred to Article 3 of the International Stresa Convention for the Use of Designations of Origin and Names of Cheeses,18 which provided that only “chees e manufactured or matured in traditional regions, by virtue of local, loyal and uninterruptedusages” may benefit from designations of origin governed by national legislation.Article 1 of the Convention also prohibited the use of descriptions which contravene that principle. Article 2 of the Agreement between the Austrian Government and the Italian Government on geographical designations of origin and names of certainproducts, signed in Rome on 1 February 1952, prohibited the importation andsale of all products bearing, or displaying on their packaging or in their trademarks, designations and names listed in the annex, which were liable to mislead the public as to the origin, variety, nature or specific qualities of those products or goods. The European Court of Justice ruled that theprinciple of free movement of goods does not preclude Member States from taking the measures incumbent upon them in order to ensure the protection of designations of origin registered under Council Regulation 2081/92. Use of a name such as ?Cambozola? might therefore be deemed, for the purposes ofArticle 13(1)(b) of that Regulation, to evoke the protected designationof origin ?Gorgonzola?, irrespective of the fact that the packaging indicates the product‘s true origin.The European Court of Justice ruled that it is for the national court to decidewhether, on the facts, the conditions laid down in Article 14(2) of Regulation 2081/92 allow use of an earlier trade mark to continue notwithstanding the registration of the protected designation oforigin ?Gorgonzola?, having regard in particular to the law in force at thetime of registration of the trademark, in order to determine whether such registration could have been made in good faith, on the basis that use of a name such as ?Cambozola? does not, per se, constitute an attempt to deceivethe consumer. 3.2 Misleading labels on the beer in the ?Warsteiner‘ ca se19Warsteiner Brauerei (a German beer producer and the owner of the trademark?Warsteiner?) had run a brewery inWarstein in Nordrhein-Westfalen, Germany, since 1753. In autumn 1990, Warsteiner Brauerei acquired a brewery located in Paderborn, 40 km from Warstein, where it brewed ?Light? and ?Fresh? type beers until the end of 1991. The labels on the front of the bottles for these beers bore inter alia the name ?Warsteiner? or ?Marke Warsteiner? (?Warsteiner Brand?). The back labels indicated inter alia that the beers were brewed and bottled “in unserer neuen Paderborner Brauerei” (�Din our new Paderborn Brewery‖).The Schutzverband gegen Unwesen in der Wirtschaft, an association foundedto combat unfair competition, thought that these labels were misleading and brought an action against Warsteiner Brauerei before the Landgericht (Regional Court),Mannheim, seeking an injunction, pursuant to Paragraph 3 of theUWG (Gesetz gegen den unlauteren Wettbewerb―Law against Unfair Competition), restrai ningit from using ?Warsteiner? as a geographical indication of source for beer brewed in Paderborn.The Landgericht prohibited the defendant from offering for sale,distributing and/or putting into circulation beer with the offending labels.On appeal, the Oberlandesgericht(Higher Regional Court), Karlsruhe, quashed the judgment of theLandgericht and dismissed the action of the Schutzverband. The dispute finally camebefore the Bundesgerichtshof.relationship between the national legislation and the Regulation. TheCourt acknowledgedthat Council Regulation 2081/92 did not preclude the application ofnationallegislation which prohibits the potentially misleading use of a geographical indication of source in cases where is no link between the characteristics of the product and its geographical provenance.感谢您的阅读,祝您生活愉快。
外文文献翻译原文+译文
外文文献翻译原文Analysis of Con tin uous Prestressed Concrete BeamsChris BurgoyneMarch 26, 20051、IntroductionThis conference is devoted to the development of structural analysis rather than the strength of materials, but the effective use of prestressed concrete relies on an appropriate combination of structural analysis techniques with knowledge of the material behaviour. Design of prestressed concrete structures is usually left to specialists; the unwary will either make mistakes or spend inordinate time trying to extract a solution from the various equations.There are a number of fundamental differences between the behaviour of prestressed concrete and that of other materials. Structures are not unstressed when unloaded; the design space of feasible solutions is totally bounded;in hyperstatic structures, various states of self-stress can be induced by altering the cable profile, and all of these factors get influenced by creep and thermal effects. How were these problems recognised and how have they been tackled?Ever since the development of reinforced concrete by Hennebique at the end of the 19th century (Cusack 1984), it was recognised that steel and concrete could be more effectively combined if the steel was pretensioned, putting the concrete into compression. Cracking could be reduced, if not prevented altogether, which would increase stiffness and improve durability. Early attempts all failed because the initial prestress soon vanished, leaving the structure to be- have as though it was reinforced; good descriptions of these attempts are given by Leonhardt (1964) and Abeles (1964).It was Freyssineti’s observations of the sagging of the shallow arches on three bridges that he had just completed in 1927 over the River Allier near Vichy which led directly to prestressed concrete (Freyssinet 1956). Only the bridge at Boutiron survived WWII (Fig 1). Hitherto, it had been assumed that concrete had a Young’s modulus which remained fixed, but he recognised that the de- ferred strains due to creep explained why the prestress had been lost in the early trials. Freyssinet (Fig. 2) also correctly reasoned that high tensile steel had to be used, so that some prestress would remain after the creep had occurred, and alsothat high quality concrete should be used, since this minimised the total amount of creep. The history of Freyssineti’s early prestressed concrete work is written elsewhereFigure1:Boutiron Bridge,Vic h yFigure 2: Eugen FreyssinetAt about the same time work was underway on creep at the BRE laboratory in England ((Glanville 1930) and (1933)). It is debatable which man should be given credit for the discovery of creep but Freyssinet clearly gets the credit for successfully using the knowledge to prestress concrete.There are still problems associated with understanding how prestressed concrete works, partly because there is more than one way of thinking about it. These different philosophies are to some extent contradictory, and certainly confusing to the young engineer. It is also reflected, to a certain extent, in the various codes of practice.Permissible stress design philosophy sees prestressed concrete as a way of avoiding cracking by eliminating tensile stresses; the objective is for sufficient compression to remain after creep losses. Untensionedreinforcement, which attracts prestress due to creep, is anathema. This philosophy derives directly from Freyssinet’s logic and is primarily a working stress concept.Ultimate strength philosophy sees prestressing as a way of utilising high tensile steel as reinforcement. High strength steels have high elastic strain capacity, which could not be utilised when used as reinforcement; if the steel is pretensioned, much of that strain capacity is taken out before bonding the steel to the concrete. Structures designed this way are normally designed to be in compression everywhere under permanent loads, but allowed to crack under high live load. The idea derives directly from the work of Dischinger (1936) and his work on the bridge at Aue in 1939 (Schonberg and Fichter 1939), as well as that of Finsterwalder (1939). It is primarily an ultimate load concept. The idea of partial prestressing derives from these ideas.The Load-Balancing philosophy, introduced by T.Y. Lin, uses prestressing to counter the effect of the permanent loads (Lin 1963). The sag of the cables causes an upward force on the beam, which counteracts the load on the beam. Clearly, only one load can be balanced, but if this is taken as the total dead weight, then under that load the beam will perceive only the net axial prestress and will have no tendency to creep up or down.These three philosophies all have their champions, and heated debates take place between them as to which is the most fundamental.2、Section designFrom the outset it was recognised that prestressed concrete has to be checked at both the working load and the ultimate load. For steel structures, and those made from reinforced concrete, there is a fairly direct relationship between the load capacity under an allowable stress design, and that at the ultimate load under an ultimate strength design. Older codes were based on permissible stresses at the working load; new codes use moment capacities at the ultimate load. Different load factors are used in the two codes, but a structure which passes one code is likely to be acceptable under the other.For prestressed concrete, those ideas do not hold, since the structure is highly stressed, even when unloaded. A small increase of load can cause some stress limits to be breached, while a large increase in load might be needed to cross other limits. The designer has considerable freedom to vary both the working load and ultimate load capacities independently; both need to be checked.A designer normally has to check the tensile and compressive stresses, in both the top and bottom fibre of the section, for every load case. The critical sections are normally, but not always, the mid-span and the sections over piers but other sections may become critical ,when the cable profile has to be determined.The stresses at any position are made up of three components, one of which normally has a different sign from the other two; consistency of sign convention is essential.If P is the prestressing force and e its eccentricity, A and Z are the area of the cross-section and its elastic section modulus, while M is the applied moment, then where ft and fc are the permissible stresses in tension and compression.c e t f ZM Z P A P f ≤-+≤Thus, for any combination of P and M , the designer already has four in- equalities to deal with.The prestressing force differs over time, due to creep losses, and a designer isusually faced with at least three combinations of prestressing force and moment;• the applied moment at the time the prestress is first applied, before creep losses occur,• the maximum applied moment after creep losses, and• the minimum applied moment after creep losses.Figure 4: Gustave MagnelOther combinations may be needed in more complex cases. There are at least twelve inequalities that have to be satisfied at any cross-section, but since an I-section can be defined by six variables, and two are needed to define the prestress, the problem is over-specified and it is not immediately obvious which conditions are superfluous. In the hands of inexperienced engineers, the design process can be very long-winded. However, it is possible to separate out the design of the cross-section from the design of the prestress. By considering pairs of stress limits on the same fibre, but for different load cases, the effects of the prestress can be eliminated, leaving expressions of the form:rangestress e Perm issibl Range Mom entZ These inequalities, which can be evaluated exhaustively with little difficulty, allow the minimum size of the cross-section to be determined.Once a suitable cross-section has been found, the prestress can be designed using a construction due to Magnel (Fig.4). The stress limits can all be rearranged into the form:()M fZ PA Z e ++-≤1 By plotting these on a diagram of eccentricity versus the reciprocal of the prestressing force, a series of bound lines will be formed. Provided the inequalities (2) are satisfied, these bound lines will always leave a zone showing all feasible combinations of P and e. The most economical design, using the minimum prestress, usually lies on the right hand side of the diagram, where the design is limited by the permissible tensile stresses.Plotting the eccentricity on the vertical axis allows direct comparison with the crosssection, as shown in Fig. 5. Inequalities (3) make no reference to the physical dimensions of the structure, but these practical cover limits can be shown as wellA good designer knows how changes to the design and the loadings alter the Magnel diagram. Changing both the maximum andminimum bending moments, but keeping the range the same, raises and lowers the feasible region. If the moments become more sagging the feasible region gets lower in the beam.In general, as spans increase, the dead load moments increase in proportion to the live load. A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted the limiting condition as the critical span. Shorter spans will be governed by tensile stresses in the two extreme fibres, while longer spans will be governed by the limiting eccentricity and tensile stresses in the bottom fibre. However, it does not take a large increase in moment ,at which point compressive stresses will govern in the bottom fibre under maximum moment.Only when much longer spans are required, and the feasible region moves as far down as possible, does the structure become governed by compressive stresses in both fibres.3、Continuous beamsThe design of statically determinate beams is relatively straightforward; the engineer can work on the basis of the design of individual cross-sections, as outlined above. A number of complications arise when the structure is indeterminate which means that the designer has to consider, not only a critical section,but also the behaviour of the beam as a whole. These are due to the interaction of a number of factors, such as Creep, Temperature effects and Construction Sequence effects. It is the development of these ideas whichforms the core of this paper. The problems of continuity were addressed at a conference in London (Andrew and Witt 1951). The basic principles, and nomenclature, were already in use, but to modern eyes concentration on hand analysis techniques was unusual, and one of the principle concerns seems to have been the difficulty of estimating losses of prestressing force.3.1 Secondary MomentsA prestressing cable in a beam causes the structure to deflect. Unlike the statically determinate beam, where this motion is unrestrained, the movement causes a redistribution of the support reactions which in turn induces additional moments. These are often termed Secondary Moments, but they are not always small, or Parasitic Moments, but they are not always bad.Freyssinet’s bridge across the Marne at Luzancy, started in 1941 but not completed until 1946, is often thought of as a simply supported beam, but it was actually built as a two-hinged arch (Harris 1986), with support reactions adjusted by means of flat jacks and wedges which were later grouted-in (Fig.6). The same principles were applied in the later and larger beams built over the same river.Magnel built the first indeterminate beam bridge at Sclayn, in Belgium (Fig.7) in 1946. The cables are virtually straight, but he adjusted the deck profile so that the cables were close to the soffit near mid-span. Even with straight cables the sagging secondary momentsare large; about 50% of the hogging moment at the central support caused by dead and live load.The secondary moments cannot be found until the profile is known but the cablecannot be designed until the secondary moments are known. Guyon (1951b) introduced the concept of the concordant profile, which is a profile that causes no secondary moments; es and ep thus coincide. Any line of thrust is itself a concordant profile.The designer is then faced with a slightly simpler problem; a cable profile has to be chosen which not only satisfies the eccentricity limits (3) but is also concordant. That in itself is not a trivial operation, but is helped by the fact that the bending moment diagram that results from any load applied to a beam will itself be a concordant profile for a cable of constant force. Such loads are termed notional loads to distinguish them from the real loads on the structure. Superposition can be used to progressively build up a set of notional loads whose bending moment diagram gives the desired concordant profile.3.2 Temperature effectsTemperature variations apply to all structures but the effect on prestressed concrete beams can be more pronounced than in other structures. The temperature profile through the depth of a beam (Emerson 1973) can be split into three components for the purposes of calculation (Hambly 1991). The first causes a longitudinal expansion, which is normally released by the articulation of the structure; the second causes curvature which leads to deflection in all beams and reactant moments in continuous beams, while the third causes a set of self-equilibrating set of stresses across the cross-section.The reactant moments can be calculated and allowed-for, but it is the self- equilibrating stresses that cause the main problems for prestressed concrete beams. These beams normally have high thermal mass which means that daily temperature variations do not penetrate to the core of the structure. The result is a very non-uniform temperature distribution across the depth which in turn leads to significant self-equilibrating stresses. If the core of the structure is warm, while the surface is cool, such as at night, then quite large tensile stresses can be developed on the top and bottom surfaces. However, they only penetrate a very short distance into the concrete and the potential crack width is very small. It can be very expensive to overcome the tensile stress by changing the section or the prestress。
外文翻译
附录Introduction to basic machiningMechanism of Surface Finish ProductionThere are basically five mechanisms which contribute to the production of a surface which have been machined. There are:(1) The basic geometry of the cutting process. In, for example, single point turning the tool will advance a constant distance axially per revolution of the work piece and the resultant surface will have on it, when viewed perpendicularly to the direction of tool feed motion, a series of cusps which will have a basic form which replicates the shape of the tool in cut.(2) The efficiency of the cutting operation. It has already been mentioned that cutting with unstable built-up-edges will produce a surface which contains hard built-up-edge fragments which will result in a degradation of the surface finish. It can also be demonstrated that cutting under adverse conditions such as apply when using large feeds small rake angles and low cutting speeds, besides producing conditions whichcontinuous shear occurring in the shear zone, tearing takes place, discontinuous chips of uneven thickness are produced, and the resultant surface is poor. This situation is particularly noticeable when machining very ductile materials such as copper and aluminum.(3) The stability of the machine tool. Under some combinations of cutting conditions: work piece size , method of clamping, and cutting tool rigidity relative to the machine tool structure, instability can be set up in the tool which causes it to vibrate. Under some conditions the vibration will built up and unless cutting is stopped considerable damage to both the cutting tool and work piece may occur. This phenomenon is known as chatter and in axial turning is characterized by long pitch helical bands on the work piece surface and short pitch undulations on the transient machined surface.(4) The effectiveness of removing sward. In discontinuous chip production machining, such as milling or turning of brittle materials, it is expected that the chip (sward) will leave the cutting zone either under gravity or with the assistance of a jet of cutting fluid and that they will not influence the cut surface in any way. However, when continuous chip production is evident, unless steps ate taken to control the swarf it is likely that it will impinge on the cut surface and mark it. Inevitably, this marking beside a looking unattractive, often results in a poorer surface finishing,(5) The effective clearance angle on the cutting tool. For certain geometries of minor cutting edge relief and clearance angles it is possible to cut on the major cutting edge and burnish on the minor cutting edge. This can produce a good surface finish but, of course, it is strictly a combination of metal cutting and metal forming and is not to be recommended as a practical cutting method. However, due to cutting tool wear, these conditions occasionally arise and lead to a marked change in the surface characteristics.Surface Finishing and Dimensional ControlProducts that have been completed to their proper shape and size frequently require some type of surface finishing to enable than to satisfactorily fulfill their function. In some cases, tit is necessary to improve the physical properties of the surface material for resistance to penetration or abrasion. In many manufacturing processes, the product surface is left with dirt, chips, grease, or other harmful material upon it. Assemblies that are made of different materials, or from the same materials processed in different manners, many require some special surface treatment to provide uniformity of appearance.Surface finishing many sometimes become an intermediate step processing. For instance, cleaning and polishing are usually essential before any kind of plating process. Some of the cleaning procedures are also used for improving surface smoothness on mating parts and for removing burrs and sharp corners, which might be harmful in later use. Another important need for surface finishing is for corrosion protection in a variety of environments. The type of protection procedure will depend largely upon the anticipated exposure, with due consideration to the material being protected and the economic factors involved.Satisfying the above objectives necessitates the use of main surface-finishing methods that involve chemical change of the surface mechanical work affecting surface properties, cleaning by a variety of methods, and the application of protective coatings, organic and metallic.In the early days of engineering, the mating of parts was achieved by machining one part as nearly as possible to the required size, machining the mating part nearly to size, and then completing its machining, continually offering the other part to it, until the desired relationship was obtained. If it was inconvenient to offer one par to the other part during machining, the final work was done at the bench by a fitter, who scraped the mating parts until the desired fit was obtained, the fitter therefore being a ‘fitter’ in the literal sense. It is obvious that the two parts wo uld have to remain together, and in the event of one having to be replaced, the fitting would have to be done all over again. I n these days, we expect to be able to purchase a replacement for a broken part, and for it to function correctly without the need for scraping and other fitting operations.When one part can be used ‘off the shelf’ to replace another of the same dimension and material specification, the parts are said to be interchangeable. A system of interchangeability usually lowers the production costs as there is no need for an expensive, ‘fiddling’ operation, and it benefits the customer in the event of the need to replace worn parts.Limits and TolerancesMachine parts are manufactured so they are interchangeable. In other words, each part of a machine or mechanism is made to a certain size and shape so it will fit into any other machine or mechanism of the same type. To make the part interchangeable, each individual part must be made to a size that will fit the mating part in the correct way. It is not only impossible, but also impractical to make many parts to an exact size. This is because machines are not perfect, and the tools becomeworn. A slight variation from the exact size is always allowed. The amount of this variation depends on the kind of part being manufactured. For example, a part might be made 6 in. long with a variation allowed of 0.003(three thousandths) in. above and below this size. Therefore, the part could be 5.997 to 6.003 in. and still be the correct size. These are known as the limits. The difference between upper and lower limits is called the tolerance.A tolerance is the total permissible variation in the size of a part.The basic size is that size from which limits of size are derived by the application of allowances and tolerances.Sometimes the limit is allowed in only one direction. This is known as unilateral tolerance.Unilateral tolerancing is a system of dimensioning where the tolerance (that is variation) is shown I only one direction from the nominal size. Unilateral tolerancing allow the changing of tolerance on a hole or shaft without seriously affecting the fit.When the tolerance is in both directions from the basic size, it is known as a bilateral tolerance (plus and minus).Bilateral tolerancing is a system of dimensioning where the tolerance (that is variation) is split and is shown on either side of the nominal size. Limit dimensioning is a system of dimensioning where only the maximum and minimum dimensions are shown. Thus, the tolerance is the difference between these two dimensions.Introduction of Machining of:Machining as a shape-producing method is the most universally used and the most important of all manufacturing processes. Machining is a shape-producing process in which a power-driven device causes material to be removed in chip form. Most machining is done with equipment that supports both the work piece and cutting tool although in some cases portable equipment is used with unsupported work piece.Low setup cost for small quantities. Machining has two applications in manufacturing. For casting, forging, and pressworking, each specific shape to be produced, even one part, nearly always has a high tooling cost. The shapes that may be produced by welding depend to a large degree on the shapes of raw material that are available. By making use of generally high cost equipment but without special tooling, it is possible, by machining, to start with nearly any form of raw material, so long as the exterior dimensions are great enough, and produce any desired shape from any material. Therefore, machining is usually the preferred method for producing one or a few parts, even when the design of the part would logically lead to casting, forging or pressworking if a high quantity were to be produced.Close accuracies, good finishes. The second application for machining is based on the high accuracies and surface finishes possible. Many of the parts machined in low quantities would be produced with lower but acceptable tolerances if produced I high quantities by some other process. On the other hand, many parts are given their general shapes by some high quantity deformation process and machined only on selected surfaces where high accuracies are needed. Internal threads, for example, are seldom produced by any means other than machining and small holes in pressworked parts may be machined following the pressworking operations.外文文献翻译机械加工基础简介表面粗糙度的技术在已经进行机械加工过的表面,有五种基本的影响其表面粗糙度的技术。
机械类外文文献翻译(中英文翻译)
机械类外文文献翻译(中英文翻译)英文原文Mechanical Design and Manufacturing ProcessesMechanical design is the application of science and technology to devise new or improved products for the purpose of satisfying human needs. It is a vast field of engineering technology which not only concerns itself with the original conception of the product in terms of its size, shape and construction details, but also considers the various factors involved in the manufacture, marketing and use of the product.People who perform the various functions of mechanical design are typically called designers, or design engineers. Mechanical design is basically a creative activity. However, in addition to being innovative, a design engineer must also have a solid background in the areas of mechanical drawing, kinematics, dynamics, materials engineering, strength of materials and manufacturing processes.As stated previously, the purpose of mechanical design is to produce a product which will serve a need for man. Inventions, discoveries and scientific knowledge by themselves do not necessarily benefit people; only if they are incorporated into a designed product will a benefit be derived. It should be recognized, therefore, that a human need must be identified before a particular product is designed.Mechanical design should be considered to be an opportunity to use innovative talents to envision a design of a product, to analyze the systemand then make sound judgments on how the product is to be manufactured. It is important to understand the fundamentals of engineering rather than memorize mere facts and equations. There are no facts or equations which alone can be used to provide all the correct decisions required to produce a good design.On the other hand, any calculations made must be done with the utmost care and precision. For example, if a decimal point is misplaced, an otherwise acceptable design may not function.Good designs require trying new ideas and being willing to take a certain amount of risk, knowing that if the new idea does not work the existing method can be reinstated. Thus a designer must have patience, since there is no assurance of success for the time and effort expended. Creating a completely new design generally requires that many old and well-established methods be thrust aside. This is not easy since many people cling to familiar ideas, techniques and attitudes. A design engineer should constantly search for ways to improve an existing product and must decide what old, proven concepts should be used and what new, untried ideas should be incorporated.New designs generally have "bugs" or unforeseen problems which must be worked out before the superior characteristics of the new designs can be enjoyed. Thus there is a chance for a superior product, but only at higher risk. It should be emphasized that, if a design does not warrant radical new methods, such methods should not be applied merely for the sake of change.During the beginning stages of design, creativity should be allowedto flourish without a great number of constraints. Even though many impractical ideas may arise, it is usually easy to eliminate them in the early stages of design before firm details are required by manufacturing. In this way, innovative ideas are not inhibited. Quite often, more than one design is developed, up to the point where they can be compared against each other. It is entirely possible that the design which is ultimately accepted will use ideas existing in one of the rejected designs that did not show as much overall promise.Psychologists frequently talk about trying to fit people to the machines they operate. It is essentially the responsibility of the design engineer to strive to fit machines to people. This is not an easy task, since there is really no average person for which certain operating dimensions and procedures are optimum.Another important point which should be recognized is that a design engineer must be able to communicate ideas to other people if they are to be incorporated. Communicating the design to others is the final, vital step in the design process. Undoubtedly many great designs, inventions, and creative works have been lost to mankind simply because the originators were unable or unwilling to explain their accomplishments to others. Presentation is a selling job. The engineer, when presenting a new solution to administrative, management, or supervisory persons, is attempting to sell or to prove to them that this solution is a better one. Unless this can be done successfully, the time and effort spent on obtaining the solution have been largely wasted.Basically, there are only three means of communication available tous. These are the written, the oral, and the graphical forms. Therefore the successful engineer will be technically competent and versatile in all three forms of communication. A technically competent person who lacks ability in any one of these forms is severely handicapped. If ability in all three forms is lacking, no one will ever know how competent that person is!The competent engineer should not be afraid of the possibility of not succeeding in a presentation. In fact, occasional failure should be expected because failure or criticism seems to accompany every really creative idea. There is a great deal to be learned from a failure, and the greatest gains are obtained by those willing to risk defeat. In the final analysis, the real failure would lie in deciding not to make the presentation at all. To communicate effectively, the following questions must be answered:(1) Does the design really serve a human need?(2) Will it be competitive with existing products of rival companies?(3) Is it economical to produce?(4) Can it be readily maintained?(5) Will it sell and make a profit?Only time will provide the true answers to the preceding questions, but the product should be designed, manufactured and marketed only with initial affirmative answers. The design engineer also must communicate the finalized design to manufacturing through the use of detail and assembly drawings.Quite often, a problem will occur during the manufacturing cycle [3].It may be that a change is required in the dimensioning or tolerancing of a part so that it can be more readily produced. This fails in the category of engineering changes which must be approved by the design engineer so that the product function will not be adversely affected. In other cases, a deficiency in the design may appear during assembly or testing just prior to shipping. These realities simply bear out the fact that design is a living process. There is always a better way to do it and the designer should constantly strive towards finding that better way.Designing starts with a need, real or imagined. Existing apparatus may need improvements in durability, efficiently, weight, speed, or cost. New apparatus may be needed to perform a function previously done by men, such as computation, assembly, or servicing. With the objective wholly or partly defined, the next step in design is the conception of mechanisms and their arrangements that will perform the needed functions.For this, freehand sketching is of great value, not only as a record of one's thoughts and as an aid in discussion with others, but particularly for communication with one's own mind, as a stimulant for creative ideas.When the general shape and a few dimensions of the several components become apparent, analysis can begin in earnest. The analysis will have as its objective satisfactory or superior performance, plus safety and durability with minimum weight, and a competitive east. Optimum proportions and dimensions will be sought for each critically loaded section, together with a balance between the strength of the several components. Materials and their treatment will be chosen. These important objectives can be attained only by analysis based upon the principles ofmechanics, such as those of statics for reaction forces and for the optimumutilization of friction; of dynamics for inertia, acceleration, and energy; of elasticity and strength of materials for stress。
外文翻译-模拟与数字转换器2
Analog and Digital TransducersAs mentioned previously, considerable experience has been accumulated with analog transducers, signal conditioning, A/D converters etc. , and it is natural that the majority of current systems tend to use these techniques. However, there are a number of measuring techniques that are essentially digit in nature, and which when used as separate measuring instruments require some intrgral digtal circuitry, such as frequency counters and timing circuits, to provide an indicator output. This type of transducer, if coupled to a computer, does not necessarily require the same amount of equipment since much of the processing done by the integral circuitry could be programmed and by the computer.Collins classifies the signals handled in control and instrumentation systems as follows:(1) Analog, in which the parameter of the system to be measured although initially derived in an analog form by a sensor is converted to an electrical analog, either by design or inherent in the methods adopted;(2) Coded-digital, in which a parallel digital sigal is generated, each bit radix-weighted according to some predetermined code. These are referred to in this bood as direct digital transducers;(3) Digital, in which a function, such as mean rate of a repetitive signal, is a measure of the parameter being measured. These are subsequently referred to as frequency-domain transducers.Some analog transducers are particularly suited to conversion to digital outputs using special techniques. The most popular of these are synchros, and similar devices, which produce a modulated output of a carrier frequency. For ordinary analog use, this output has to be demodulated to provide a signal whose magnitude and sign represent any displacement of the transducer’s moving element. Although it is possible to use a conventional A/D technique to produce a digital output while providing a high accuracy and resolution, and at a faster rate than is possible in the A/D converter method.Direct digital transducers are, in fact, few and far between, since there do not seem to be any natural phenomena in which some detectable characteristic changes in discrete intervals as a result of a change of pressure, or change of tempreature etc.. These are many advantages in using direct digital transducers in ordinary instrumentation systems, even if computers are not used in the complete installation.These advantages are:(1)The ease of generating, manipulating and storing digital signals, as punched tape, magnetic tape etc. ;(2)The need for high measurement accuracy and discrimination;(3)The relative immunity of a high-level digital signal to external disturbances (noise);(4)Ergonomic advantages in simplified data presentation(e. g. digital readout avoids interpretation errors in reading scales or graphs).The most active development in direct digital transducers has been in shaft encoders, which are used extensively in machine tools and aircraft systems. High resolution and accuracies can be obtained, and these devices may be mechanically coupled to provide a direct digital output of any parameter which gives rise to a measurable physical displacement. The usual displacement of these systems is that the inertia of the instrument and encoder often limit the speed of response and therefore the operating frequencies.Frequency domain transducers have a special part to play in online systems with only few variables to be measured, since the computer can act as part of an A/D conversion system and use its own registers and clock for counting pulses or measuring pulse width. In designing such systems, consideration must be given to the computer time required to access and process the trransducer output.Data Line Isolation TheoryWhen it comes to protect data lines from electrical transients, surge suppression is often the first thing that leaps to mind. The concept of surge suppression is intuitive and there are a large variety of devices on the market to choose from. Models are available to protect every-thing from your computer to answering machine as well as those serial devices found in RS-232, RS-422 and RS-485 systems.Unfortunately, in most serial communications systems,surge suppression is not the best choice. The result of most storm and inductively induced surges is to cause a difference in ground potential between points in a xommunications system. The more physical area covered by the system, the more likely those differences in ground potential will exist.The water analogy helps explain this. Instead of phenomenon water in a pipe, we’ll thi nk a little bigger and use waves on the ocean. Ask anyone what the elevation of the ocean is, and you will get an answer of zero-so common that we call it sealevel. While the average ocean elevation is zero, we know that tides and waves can cause large short-term changes in the actual height of the water. This is very similar to earth ground. The effect of a large amount of current dumped into the earth can be visualized in the same way, as a wave propa-gating outwards from the origin. Until this energy dissipates, the voltage level of the earth will vary greatly between two locations.Adding a twist to the ocean analogy, what is the best way to protect a boat from high waves? We could lash the boat to a fixed dock, forcing the boat to remain at one elevation. This will protect against small waves, but this solution obviously has limitation. While a little rough, this comparison isn’t far off from what a typical surge suppressor is trying to accom-plish. Attempting to clamp a surge of energy to a level safe for the local equipment requires that the clamping device be able to completely absorb or redirect transient energy.Instead of lashing the boat to a fixed dock let the dock float. Now the boat can rise and fall with the ocean swells (until we hit the end of our floating dock’s posts).Instead of fighting nature, we’re simply moving along with it. This is our data line isola-tion solution.Isolation is not a new idea. It has always been implemented in telephone and Ethernet equipment. For asynchronous data applications such as many RS-232, RS-422 and RS-485 systems, optical isolators are the most common isolation elements. With isolation, two different grounds (better thought of as reference voltages) can exist on opposite sides of the isolation element without any current flowing through the element. With an optical isolator, this is performed with an LED and a photosensitive transistor. Only light passes between the two elements.Another benefit of optical isolation is that it is not dependent on installation quality. Thpical surge suppressors used in data line protection use special diodes to shunt excess energy to ground. The installer must provide an extremely low imprdance ground connection to handle this energy, which can be thousands of amps at frequencies into the tens of megahertz. A small impedance in the ground connection, such as in 1.8m (6ft) of 18 gauge wire, can cause a voltage drop of hundreds of volts -enough voltage to damage most equipments. Isolation, on the other hand, does not require an additional ground connection, making it insensitive to installation quality.Isolation is not a perfect solution. An additional isolated power supply is required to support the circuitry. This supply may be built in as an isolated DC-DC converteror external. Simple surge suppressors require no power source. Isolation voltages are limited as well, usually ranging from 500V to 4000V. In some cases, applying both surge suppression and isolation is an effective solution.When choosing data line protection for a system it is important to consider all available options. There are pros and cons to both surge suppression and optical isolation, however isolation is a more effective solution for most systems. If in doubt, choose isolation.模拟与数字转换器前面我们已经提到,人们在模拟转换器、信号调节器和A/D 转换器等的使用上已经积累了大量的经验。
机械手外文文献翻译2
This is a application of Application Ser. No. 10/799,595, filed on Mar. 15, 2004 now U.S. Pat. No.这是一个应用程序的应用系列号10/799,595,2004 年 3 月15 日美国英保通™技术现在提交。
7,081,700 号。
领域的发明本发明涉及机械手等装配一个微小的对象,例如微型机械组件或单位使用放大镜观察设备如光镜、电镜,或扫描隧道显微镜的分钟部分装配装置或执行诊断、治疗、研究、生物生产、或类似的实际操作,紧凑的机械手装置,例如分钟组织、细胞或生命体和操纵仪器使用机械手分钟对象的基因。
发明背景技术控制的操纵成员轮流使用一般大小轴承和技术的微小的工作,工作装置上执行必要的过程,通过旋转臂一般大小臂或工具沿着拱式指南(例如,日本专利号7-256575)。
在像这些描述的常规仪器上,如果远端的末端不是位于轴承的旋转轴上或拱式指导,远端的出视野的末端移动或深度的姿势控制操作显微镜的重点。
这就需要再次确定显微镜和远端的末端的位置。
正如上文所述,操纵这操作一个微小的对象时的姿态在远端的末端控制,操作的目标对象往往移出显微镜的视野。
其中有三个旋转自由度的常规机械手,特别是因为对应于各自的自由度的旋转轴不配合对方做不相交于一点,远端的末端往往搬出视野或深度聚焦显微镜的应付姿势控制操作。
在这种情况下,在显微镜和远端的末端必须位于再次,此操作需要较长的时间。
本发明的概要它是目前发明提供紧凑的机械手装置解决了上述问题,并操纵微小的目标对象,如机械手的对象和一分钟对象操作器具或类似使用机械手。
为了达到上述目的,根据目前的发明,那里提供机械臂组成:操作的目标对象,操作的成员正在驱动和控制的多元化的自由旋转轴;在穿越的自由旋转轴的所有多元化和操纵远端部分的交集附近放操作的成员。
根据这项安排,机械手有多元化的(通常为三) 自由旋转轴相交于一点,和操纵成员(末端) 的操作手法的目标对象的远端部分位于附近的交叉的机制。
外文翻译 2
附件1:外文资料翻译译文WCDMA系统Ahmed Hassan2.1背景GSM系统最初设计是提供语音和低速率的数据业务。
用户数据速率的无线接口使用单个物理信道,即一个时隙一个TDMA帧,最初速率是9.6 kbps.在第二期GSM系统中,两种新业务通过允许MS占用多个时隙来提高用户数据速率,就是所谓的2.5G。
这两种业务是高速电路交换数据(HSCSD)和通用分组无线服务(GPRS)。
为了在GSM网络上获得更高的数据访问,HSCSD允许个人占用多个连续时隙,而不是限制在GSM TDMA标准中每个用户只占用特定的时隙。
HSCSD为了数据传输放松了GSM标准中原先指定的差错编码控制算法,使可用的应用数据速率达到14.4kbps。
HSCSD让用户通过占用四个连续时隙使传输速率达到57.6kbps。
相比之下,GPRS在无线端口上使用分组连接,仅仅当信息传送时,用户占用一个或多个通信信道。
HSCSD是一种理想的实时互动网络会议,而GPRS 是非实时性的网络应用,包括检索电子邮件、传真、不对称网络浏览。
当GSM 无线信道的八个时隙都分给GPRS时,用户的最高速率可以达到171.2kbps(八个时隙乘以21.4kbps).另一个增加用户数据速率的方法是采用更高层次的调制方案:增强型数据速率GSM演进技术(EDGE)。
EDGE的加强GSM数据速率的背后驱动力是提高调制方法。
EDGE可以根据不同的信道条件在两种调制方式中转换。
EDGE在质量差信道使用GMSK调制方式,在质量好的信道使用8-PSK调制方式。
这是通过借助链路适配功能允许MS和BS根据需要选择这两种不同的调制方式。
因此,调制方式的选择应根据无线链路的质量来提供更高的速率。
EDGE在单一的GSM信道为一个独立专用用户提供高达384kbps的数据速率。
这些选择为通过GSM技术接入网络和支持各种创新手机提供了重大的改善。
然而,所有这些选择对多媒体和巨大的速率依然有限制,这导致了3G系统的改革。
经典外文翻译(电气工程专业英语2)
电力电子结构单元:一种电力电子的系统化方法在过去的五年中,美国海军已经通过电力电子机构单元这个软件(PEBB)投入了很多在电力电子技术上。
这种投资对于现在和未来的美海军舰艇是至关重要的。
同时,它对于电力电子工业也是至关重要的。
有一些像因特网一样的投入,对整个社会都是有利的。
美国国防部高级研究计划局(DARPA)开发因特网以实现防御的功能。
现在一个宏伟的工业已经因为这种投资而发展了起来。
没有哪一家公司或者私人组织可以独立承担的器开发互联网的费用。
投入的回报有可能对整个社会是有很大益处的,但是对于任何一个组织而言,这是一种巨大的负担。
像因特网一样,PEBB软件集中于核心问题并且试图确认将来美国海军的需要可以被商业现成产品系统技术满足。
这是一个理想的双赢的情况,美海军得到了价格合理的电力电子技术,电力电子工业得到了核心技术和科学的的支持,否则这对于他们来说是支付不起的。
美国海军促进了这些核心概念的开放存取和相应技术实施之间的竞争。
许多现代的范例已经通过PEBB软件研究来适应电力电子技术。
这些范例比方有开放的即插即用的体系结构、多单元设计、多层次设计、集成和同步工程。
即插即用功率即插即用的的体系结构把电力电子系统设计的更像一个个人电脑。
电力模型被插入它们的应用程序中并且自行运转。
运行程序可以判断出什么进入了,谁制作的,并且知道怎样去运行。
每一个电力模型会维持它们本身的安全运行限制。
这些视觉上的视线需要组织来开发标准的界面和协议。
即插即用体系结构的动机之一就是更低的成本和更多的程序功能。
新型电力电子产品的要求超越了供给它们功能的资源。
有能力做这件事的人非常难寻觅。
下一代的工程师更倾向于成为电脑或者软件工程师而不是电力电子工程师。
它们希望在它们的电脑上完成系统设计,而那些电力部分可以像他们的电子产品一样自动得到。
电力电子的绝大部分是传统的设计。
如果每一个人得到一台电脑必须要有设计师来设计所有的面板和包装,软件工程师来设计汇编语言和运行程序的开发,那么个人笔记本的产业还会有吗?这不就是古老的IBM360(主体框架电脑)方式吗?拥有将专业技术制作成设备的开放设计体系使设计者事倍功半,并且使专业知识可以应用于越来越多的程序。
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外文翻译:会计081班顾洁芳0804002244Stock:Expected and unexpected return To begin, for concreteness, we consider the return on the stock of a company called Flyers. What will determine this stock’s return in, say, the coming year?The return on any stock traded in a financial market is composed of two parts. First, the normal, or expected, return from the stock is the part of the return that shareholders in the market predict or expect. This return depends on the information shareholders have that bears on the stock, and it is based on the market’s understanding today of the important factors that will influence the stock in the coming year.The second part of the return on the stock is the uncertain, or risky, part. This is the portion that comes from unexpected information revealed within the year. A list of all possible sources of such information would be endless, bet here are a few examples:News about Flyers researchGovernment figures released on gross domestic product (GDP)The results from the latest arms control talksThe news that Flyers’s sales figures are higher tan expectedA sudden, unexpected drop in interest ratesBased on this discussion, one way to express the return on Flyers stock in the coming year would be:Total return = expected return + unexpected returnR = E (R) + UWhere R stands for the actual total return in the year, E(R) stands for the expected part of the return, and U stands for the unexpected part of the return. What this says is that the actual return, R, differs from the expected return, E(R), because of surprises that occur during the year. In any given year, the unexpected return will be positive or negative, but, through time, the average value of U will be zero. This simply means that on average, the actual return equals the expected return.Risk: systematic and unsystematicThe unanticipated part of the return, that portion resulting from surprises, is the true risk of any investment. After all, if we always receive exactly what we expect, then the investment is perfectly predictable and by definition, risk-free. In other words, the risk of owning an asset comes from surprises-unanticipated events.There are important differences, though, among various sources of risk. Look back at our previous list of news stories. Some of these stories are directed specifically at Flyers, and some are more general. Which of the news items are of specific importance to Flyers?Announcements about interest rates or GDP are clearly important for nearly all companies, whereas the news about Flyers’s president, its research, or its sales is of specific interest to Flyers. We will distinguish between thesetwo types of events, because, as we shall see, they have very different implications.Systematic and unsystematic riskThe first type of surprise, the one that affects a large number of assets, we will label systematic risk. A systematic risk is one that influences a large number of assets, each to a greater of lesser extent. Because systematic risks have marketwide effects, they are sometimes called market risks.The second type of surprise we will call unsystematic risk. An unsystematic risk is one that affects a single asset or a small group of assets. Because these risks are unique to individual companies or assets, they are sometimes called unique or asset specific risks. We will use these terms interchangeably.As we have seen, uncertainties about general economic conditions, such as GDP, interest rates, or inflation, are examples of systematic risks. These conditions affect nearly all companies to some degree. An unanticipated increase, or surprise, in inflation, for example, affects wages and the costs of supplies that companies buy, it affects the value of the assets that companies own, and it affects the prices at which companies sell their products. Forces such as these, to which all companies are susceptible, are the essence of systematic risk.In contrast, the announcement of an oil strike by a company will primarily affect that company and, perhaps, a few others (such as primary competitors and suppliers). It is unlikely to have much of an effect on the world oil market, however, or on the affairs of companies not in the oil business, so this is an unsystematic event.Systematic and unsystematic components of returnThe distinction between a systematic risk and an unsystematic risk is never really as exact as we make it out to be. Even the most narrow and peculiar bit of news about a company ripples through the economy. This is true because every enterprise, no matter how tiny, is a part of economy. It’s like the tale of a kingdom that was lost because one horse lost a shoe. This is mostly hairsplitting, however. Some risks are clearly much more general than others. We’ll see some evidence on this point in just a moment.The distinction between the types of risk allows us to break down the surprise portion, U, of the return on the Flyers stock into two parts. Earlier, we had the actual return broken down into its expected and surprise components:R = E (R) + UWe now recognize that the total surprise component for Flyers, U, has a systematic and an unsystematic component, so:R = E (R) + systematic portion + unsystematic portionSystematic risks are often called market risks because they affect most assets in the market to some degree.The important thing about the way we have broken down the total surprise, U, is that the unsystematic portion is more or less unique to Flyers. For this reason, it is unrelated to the unsystematic portion of return on most other assets. To see why this is important, we need to return to the subject of portfolio risk.Diversification and portfolio riskWe’ve seen earlier that portfolio risks can, in principle, be quite different from the risks of the assets that make up the portfolio. We now look more closely at the riskiness of an individual asset versus the risk of aportfolio of many different assets. We will once again examine some market history to get an idea of what happens with actual investments in U.S capital markets.The effect of diversification: another lesson from market historyIn our previous chapter, we saw that the standard deviation of the annual return on a portfolio of 500 large common stocks has historically been about 20 percent per year. Does this mean that the standard deviation of the annual return on a typical stock in that group of 500 is about 20 percent? As you might suspect by now, the answer is no. this in an extremely important observation.To allow examination of the relationship between portfolio size and portfolio risk, Table11.4 illustrates typical average annual standard deviation for equally weighted portfolio that contain different numbers of randomly selected NYSE securities,In column 2 of table11.4, we see that the standard deviation for a “portfolio”of one security is about 49 percent. What this means is that if you randomly selected a single NYSE stock and put all your money into it, your standard deviation of return would typically be a substantial 49 percent per year. If you were to randomly select two stocks and invest half your money in each, your standard deviation would be about 37 percent on average, and so on.The important thing to notice in table11.4 is that the standard deviation declines as the number of securities is increased. By the time we have 100 randomly chosen stocks, the portfolio’s standard deviation has declined by about 60 percent, from 49 percent to about 20 percent. With 500 securities, the standard deviation is 19.27 percent, similar to the 20 percent we saw in our previous chapter for the large common stock portfolio. The small difference exists because the portfolio securities and time periods examined are not identical.The principle of diversificationFigure 11.9 illustrates the point we’ve been discussing. What we have plotted is the standard deviation of return versus the number of stocks in the portfolio. Notice in figure 11.9 that the benefit in terms of risk reduction from adding securities drops off as we add more. By the time we have 10 securities, most of the effect is already realized, and by the time we get to 30 or so, there is very little remaining benefit.Figure11.9 illustrates two key points. First, some of the riskiness associated with individual assets can be eliminated by forming portfolio. The process of spreading an investment across assets(and thereby forming a portfolio) is called diversification. The principle of diversification tells us that spreading an investment across many assets will eliminate some of the risk. The blue shaded area in figure11.9, labeled “diversifiable risk” is the part that can be eliminated by diversification.The second point is equally important. There is a minimum level of risk that cannot be eliminated simply by diversifying. This minimum level is labeled “nondiversifiable risk” in figure 11.9. Taken together, these two points are another important lesson from capital market history: diversification reduces risk, but only up to a point. Put another way, some risk is diversifiable and some is not.To give a recent example of the impact of diversification, the Dow Jones Industrial Average (DJIA), which is a widely followed stock market index of 30 large, well-known U.S stocks, was up about 25 percent in 2003. As wesaw in our previous chapter, this represents a pretty good year for a portfolio of large-cap stocks. The biggest individual gainers for the year were Intel (up 107 percent), Caterpillar (up 86 percent), and Alcoa (up 71 percent). But not all 30 stocks were up: the losers included Eastman Kodak (down 24 percent.) AT&T (down 19 percent), and Merck (down 11 percent).In contrast to 2003, consider 2002 when the DJIA was down about 17 percent, a fairly bad year. The big losers in this year were Home Depot (down 52 percent), and Intel (down 50 percent). Working to offset these losses was Eastman Kodak (up 20 percent). Again, the lesson is clear: diversification reduces exposure to extreme outcomes, both good and bad.Diversification and unsystematic riskFrom our discussion of portfolio risk, we know that some of the risk associated with individual assets can be diversified away and some cannot. We are left with an obvious question: why is this so? It turns out that the answer hingers on the distinction we made earlier between systematic and unsystematic risk.By definition, an unsystematic risk is one that is particular to a single asset or, at most, a small group. For example, if the asset under consideration is stock in a single company, the discovery of positive NPV projects such as successful new products and innovative cost saving will tend to increase the value of the stock. Unanticipated lawsuits, industrial accidents, strikes, and similar events will tend to decrease future cash flows and thereby reduce share value.Here is the important observation: if we only held a single stock, then the value of our investment would fluctuate because of company-specific events. If we hold a large portfolio, on the other hand, some of the stocks in the portfolio will go up in value because of positive company-specific events and some will go down in value because of negative events. The net effect on the overall value of the portfolio will be relatively small, however, because these effects will tend to cancel each other out.Now we see why some of the variability associated with individual assets is eliminated by diversification. When we combine assets into portfolios, the unique, or unsystematic, events-both positive and negative-tend to “wash out” once we have more than just a few assets.This is an important point that bears repeating:Unsystematic risk is essentially eliminated by diversification, so a portfolio with many assets has almost no unsystematic risk.In fact, the terms diversifiable risk and unsystematic risk are often used interchangeably.Diversification and systematic riskWe’ve seen that unsystematic risk can be eliminated by diversifying. What about systematic risk? Can it also be eliminated by diversification? The answer is no because, by definition, a systematic risk affects almost all assets to some degree. As a result, no matter how many assets we put into a portfolio, the systematic risk does not go away. Thus, for obvious reasons, the terms systematic risk and nondiversifiable risk are used interchangeably.Because we have introduced so many different terms, it is useful to summarize our discussion before moving on. What we have seen is that the total risk of an investment, as measured by the standard deviation of its return,can be written as:Total risk = systematic risk + unsystematic riskSystematic risk is also called nondiversifiable risk or market risk. Unsystematic risk is also called diversifiable risk, unique risk, or asset-specific risk. For a well-diversified portfolio, the unsystematic risk is negligible. For such a portfolio, essentially all of the risk is systematic.Definition of the market equilibrium portfolioMuch of our analysis thus far concerns one investor. His estimates of the expected returns and variances for individual securities and the covariances between pairs of securities are his and his alone. Other investors would obviously have different estimates of the above variables. However, the estimates might not vary much because all investors would be forming expectations from the same data on past price movements and other publicly available information.Financial economists often imagine a world where all investors possess the same estimates on expected returns, variances and covariances. Though this can never be literally true, it can be thought of as a useful simplifying assumption in a world where investors have access to similar sources of information. This assumption is called homogeneous expectations.If all investors had homogeneous expectations, figure11.8 would be the same for all individuals. That is, all investors would sketch out the same efficient set of risky assets because they would be working with the same inputs. This efficient set of risky assets if represented by the curve XAY. Because the same risk-free rate would apply to everyone, all investors would view point A as the portfolio of risky assets to be held.This point A takes on great important because all investors would purchase the risky securities that it represents. Those investors with a high degree of risk aversion might combine A with an investment in the riskless asset, achieving point 4, for example. Others with low aversion to risk might borrow to achieve, say, point 5. because this is a very important conclusion, we restate it:In a world with homogeneous expectations, all investors would hold the portfolio of risky assets represented by point A.If all investors choose he same portfolio of risky assets, it is possible to determine what that portfolio is. Common sense tells us that it is a market value weighted portfolio of all existing securities. It is the market portfolio.In practice, financial economists use a broad-based index such as the standard & poor’s (S&P) 500 as a proxy for the market portfolio. Of course, all investors do not hold the same portfolio. However, we know that a large number of investors hold diversified portfolios, particularly when mutual funds or pension funds are included. A broad-based index is a good proxy for the highly diversified portfolios of many investors.Definition of risk when investors hold the market portfolioThe previous section states that many investors hold diversified portfolios similar to broad-based indices. This result allows us to be more precise about the risk of a security in the context of a diversified portfolio.Researchers have shown that the best measure of the risk of a security in a large portfolio is the beta of thesecurity.Expected return on marketFinancial economists frequently argue that the expected return on the market can be represented asE(RM) = RF + Risk premiumIn words, the expected return on the market is the sum of the risk-free rate plus some compensation for the risk inherent in the market portfolio. Note that equation refers to the expected return on the market, not the actual return in a particular month of year. Because stocks have risk, the actual return on the market over a particular period can, of course, be below RF, or can even be negative.Since investors want compensation for risk, the risk premium is presumably positive. Bet exactly how positive is it? It is generally argued that the place to start looking for the risk premium in the future is the average risk premium in the past. As reported in chapter 10, Ibbotson and Sinquefield found that the average return on large-company common stocks was 12.4 percent over 1926-2004. The average risk-free rate over the same time interval was 3.8 percent. Thus, the average difference between the two was 8.6 percent (12.4 percent – 3.8 percent). Financial economists find this to be a useful estimate of the difference to occur in the future.For example, if the risk-free rate, estimated by the current yield on a one-year Treasury bill, is 1 percent, the expected return on the market is:9.6% = 1% + 8.6%Of course, the future equity risk premium could be higher or lower than the historical equity risk premium. This could be true if future risk is higher or lower than past risk or if individual risk aversions are higher or lower than those of the past.译文:股票:期望收益和未期望收益具体起见,我们首先考察公司股票的收益。