土木工程中英文翻译样本

Structural Systems to resist lateral loads

Commonly Used structural Systems

With loads measured in tens of thousands kips，there is little room in the design of high-rise buildings for excessively complex thoughts. Indeed，the better high-rise buildings carry the universal traits of simplicity of thought and clarity of expression.

It does not follow that there is no room for grand thoughts. Indeed，it is with such grand thoughts that the new family of high-rise buildings has evolved. Perhaps more important，the new concepts of but a few years ago have become commonplace in today’ s technology.

Omitting some concepts that are related strictly to the materials of construction，the most commonly used structural systems used in high-rise buildings can be categorized as follows:

1.Moment-resisting frames.

2.Braced frames，including eccentrically braced frames.

3.Shear walls，including steel plate shear walls.

4.Tube-in-tube structures.

5.Tube-in-tube structures.

6.Core-interactive structures.

7.Cellular or bundled-tube systems.

Particularly with the recent trend toward more complex forms，but in response also to the need for increased stiffness to resist the forces from wind and earthquake，most high-rise buildings have structural systems built up of combinations of frames，braced bents，shear walls，and related systems. Further，for the taller buildings，the majorities are composed of interactive elements in three-dimensional arrays.

The method of combining these elements is the very essence of the design process for high-rise buildings. These combinations need evolve in response to environmental，functional，and cost considerations so as to provide efficient structures that provoke the architectural development

to new heights. This is not to say that imaginative structural design can create great architecture. To the contrary，many examples of fine architecture have been created with only moderate support from the structural engineer，while only fine structure，not great architecture，can be developed without the genius and the leadership of a talented architect. In any event，the best of both is needed to formulate a truly extraordinary design of a high-rise building.

While comprehensive discussions of these seven systems are generally available in the literature，further discussion is warranted here .The essence of the design process is distributed throughout the discussion.

Moment-Resisting Frames

Perhaps the most commonly used system in low-to medium-rise buildings，the moment-resisting frame，is characterized by linear horizontal and vertical members connected essentially rigidly at their joints. Such frames are used as a stand-alone system or in combination with other systems so as to provide the needed resistance to horizontal loads. In the taller of high-rise buildings，the system is likely to be found inappropriate for a stand-alone system，this because of the difficulty in mobilizing sufficient stiffness under lateral forces.

Analysis can be accomplished by STRESS，STRUDL，or a host of other appropriate computer programs；analysis by the so-called portal method of the cantilever method has no place in today’s technology.

Because of the intrinsic flexibility of the column/girder intersection，and because preliminary designs should aim to highlight weaknesses of systems，it is not unusual to use center-to-center dimensions for the frame in the preliminary analysis. Of course，in the latter phases of design，a realistic appraisal in-joint deformation is essential.

Braced Frame s

The braced frame，intrinsically stiffer than the moment –resisting frame，finds also greater

application to higher-rise buildings. The system is characterized by linear horizontal，vertical，and diagonal members，connected simply or rigidly at their joints. It is used commonly in conjunction with other systems for taller buildings and as a stand-alone system in low-to medium-rise buildings.

While the use of structural steel in braced frames is common，concrete frames are more likely to be of the larger-scale variety.

Of special interest in areas of high seismicity is the use of the eccentric braced frame.

Again，analysis can be by STRESS，STRUDL，or any one of a series of two –or three dimensional analysis computer programs. And again，center-to-center dimensions are used commonly in the preliminary analysis.

Shear walls

The shear wall is yet another step forward along a progression of ever-stiffer structural systems. The system is characterized by relatively thin，generally (but not always) concrete elements that provide both structural strength and separation between building functions.

In high-rise buildings，shear wall systems tend to have a relatively high aspect ratio，that is，their height tends to be large compared to their width. Lacking tension in the foundation system，any structural element is limited in its ability to resist overturning moment by the width of the system and by the gravity load supported by the element. Limited to a narrow overturning，One obvious use of the system，which does have the needed width，is in the exterior walls of building，where the requirement for windows is kept small.

Structural steel shear walls，generally stiffened against buckling by a concrete overlay，have found application where shear loads are high. The system，intrinsically more economical than steel bracing，is particularly effective in carrying shear loads down through the taller floors in the areas immediately above grade. The sys tem has the further advantage of having high ductility a feature of particular importance in areas of high seismicity.

The analysis of shear wall systems is made complex because of the inevitable presence of large openings through these walls. Preliminary analysis can be by truss-analogy，by the finite element method，or by making use of a proprietary computer program designed to consider the interaction，or coupling，of shear walls.

Framed or Braced Tubes

The concept of the framed or braced or braced tube erupted into the technology with the IBM Building in Pittsburgh，but was followed immediately with the twin 110-story towers of the World Trade Center，New York and a number of other buildings .The system is characterized by three –dimensional frames，braced frames，or shear walls，forming a closed surface more or less cylindrical in nature，but of nearly any plan configuration. Because those columns that resist lateral forces are placed as far as possible from the cancroids of the system，the overall moment of inertia is increased and stiffness is very high.

The analysis of tubular structures is done using three-dimensional concepts，or by two- dimensional analogy，where possible，whichever method is used，it must be capable of accounting for the effects of shear lag.

The presence of shear lag，detected first in aircraft structures，is a serious limitation in the stiffness of framed tubes. The concept has limited recent applications of framed tubes to the shear of 60 stories. Designers have developed various techniques for reducing the effects of shear lag，most noticeably the use of belt trusses. This system finds application in buildings perhaps 40stories and higher. However，except for possible aesthetic considerations，belt trusses interfere with nearly every building function associated with the outside wall；the trusses are placed often at mechanical floors，mush to the disapproval of the designers of the mechanical systems. Nevertheless，as a cost-effective structural system，the belt truss works well and will likely find continued approval from designers. Numerous studies have sought to optimize the location of

these trusses，with the optimum location very dependent on the number of trusses provided. Experience would indicate，however，that the location of these trusses is provided by the optimization of mechanical systems and by aesthetic considerations，as the economics of the structural system is not highly sensitive to belt truss location.

Tube-in-Tube Structures

The tubular framing system mobilizes every column in the exterior wall in resisting over-turning and shearing forces. The term‘tube-in-tube’is largely self-explanatory in that a second ring of columns，the ring surrounding the central service core of the building，is used as an inner framed or braced tube. The purpose of the second tube is to increase resistance to over turning and to increase lateral stiffness. The tubes need not be of the same character；that is，one tube could be framed，while the other could be braced.

In considering this system，is important to understand clearly the difference between the shear and the flexural components of deflection，the terms being taken from beam analogy. In a framed tube，the shear component of deflection is associated with the bending deformation of columns and girders (i.e，the webs of the framed tube) while the flexural component is associated with the axial shortening and lengthening of columns (i.e，the flanges of the framed tube). In a braced tube，the shear component of deflection is associated with the axial deformation of diagonals while the flexural component of deflection is associated with the axial shortening and lengthening of columns.

Following beam analogy，if plane surfaces remain plane (i.e，the floor slabs),then axial stresses in the columns of the outer tube，being farther form the neutral axis，will be substantially larger than the axial stresses in the inner tube. However，in the tube-in-tube design，when optimized，the axial stresses in the inner ring of columns may be as high，or even higher，than the axial stresses in the outer ring. This seeming anomaly is associated with differences in the shearing component of stiffness between the two systems. This is easiest to under-stand where the

土木工程外文翻译.doc

项目成本控制 一、引言 项目是企业形象的窗口和效益的源泉。随着市场竞争日趋激烈，工程质量、文明施工要求不断提高，材料价格波动起伏，以及其他种种不确定因素的影响，使得项目运作处于较为严峻的环境之中。由此可见项目的成本控制是贯穿在工程建设自招投标阶段直到竣工验收的全过程，它是企业全面成本管理的重要环节，必须在组织和控制措施上给于高度的重视，以期达到提高企业经济效益的目的。 二、概述 工程施工项目成本控制，指在项目成本在成本发生和形成过程中，对生产经营所消耗的人力资源、物资资源和费用开支，进行指导、监督、调节和限制，及时预防、发现和纠正偏差从而把各项费用控制在计划成本的预定目标之内，以达到保证企业生产经营效益的目的。 三、施工企业成本控制原则 施工企业的成本控制是以施工项目成本控制为中心，施工项目成本控制原则是企业成本管理的基础和核心，施工企业项目经理部在对项目施工过程进行成本控制时，必须遵循以下基本原则。 3.1 成本最低化原则。施工项目成本控制的根本目的，在于通过成本管理的各种手段，促进不断降低施工项目成本，以达到可能实现最低的目标成本的要求。在实行成本最低化原则时，应注意降低成本的可能性和合理的成本最低化。一方面挖掘各种降低成本的能力，使可能性变为现实；另一方面要从实际出发，制定通过主观努力可能达到合理的最低成本水平。 3.2 全面成本控制原则。全面成本管理是全企业、全员和全过程的管理，亦称“三全”管理。项目成本的全员控制有一个系统的实质性内容，包括各部门、各单位的责任网络和班组经济核算等等，应防止成本控制人人有责，人人不管。项目成本的全过程控制要求成本控制工作要随着项目施工进展的各个阶段连续 进行，既不能疏漏，又不能时紧时松，应使施工项目成本自始至终置于有效的控制之下。 3.3 动态控制原则。施工项目是一次性的，成本控制应强调项目的中间控制，即动态控制。因为施工准备阶段的成本控制只是根据施工组织设计的具体内容确

土木工程类专业英文文献及翻译

PA VEMENT PROBLEMS CAUSED BY COLLAPSIBLE SUBGRADES By Sandra L. Houston,1 Associate Member, ASCE (Reviewed by the Highway Division) ABSTRACT: Problem subgrade materials consisting of collapsible soils are com- mon in arid environments, which have climatic conditions and depositional and weathering processes favorable to their formation. Included herein is a discussion of predictive techniques that use commonly available laboratory equipment and testing methods for obtaining reliable estimates of the volume change for these problem soils. A method for predicting relevant stresses and corresponding collapse strains for typical pavement subgrades is presented. Relatively simple methods of evaluating potential volume change, based on results of familiar laboratory tests, are used. INTRODUCTION When a soil is given free access to water, it may decrease in volume, increase in volume, or do nothing. A soil that increases in volume is called a swelling or expansive soil, and a soil that decreases in volume is called a collapsible soil. The amount of volume change that occurs depends on the soil type and structure, the initial soil density, the imposed stress state, and the degree and extent of wetting. Subgrade materials comprised of soils that change volume upon wetting have caused distress to highways since the be- ginning of the professional practice and have cost many millions of dollars in roadway repairs. The prediction of the volume changes that may occur in the field is the first step in making an economic decision for dealing with these problem subgrade materials. Each project will have different design considerations, economic con- straints, and risk factors that will have to be taken into account. However, with a reliable method for making volume change predictions, the best design relative to the subgrade soils becomes a matter of economic comparison, and a much more rational design approach may be made. For example, typical techniques for dealing with expansive clays include: (1) In situ treatments with substances such as lime, cement, or fly-ash; (2) seepage barriers and/ or drainage systems; or (3) a computing of the serviceability loss and a mod- ification of the design to "accept" the anticipated expansion. In order to make the most economical decision, the amount of volume change (especially non- uniform volume change) must be accurately estimated, and the degree of road roughness evaluated from these data. Similarly, alternative design techniques are available for any roadway problem. The emphasis here will be placed on presenting economical and simple methods for: (1) Determining whether the subgrade materials are collapsible; and (2) estimating the amount of volume change that is likely to occur in the 'Asst. Prof., Ctr. for Advanced Res. in Transp., Arizona State Univ., Tempe, AZ 85287. Note. Discussion open until April 1, 1989. To extend the closing date one month,

国际贸易信用证样本中英文对照

信用证样本中英文对照 Issue of a Documentary Credit、BKCHCNBJA08ESESSION:000ISN:000000 BANK OF CHINA LIAONING NO.5ZHONGSHANSQUARE ZHONGSHANDISTRICT DALIAN CHINA-------开证行 Destination Bank通知行 : KOEXKRSEXXXMESSAGETYPE:700 KOREAEXCHANGEBANK SEOUL 178.2KA,ULCHIRO,CHUNG-KO--------通知行 Type of Documentary Credit 40A IRREVOCABLE--------信用证性质为不可撤消 Letter of Credit Number 20 LC84E0081/99------信用证号码,一般做单时都要求注此号 Date of Issue开证日期 31G 990916------开证日期 Date and Place of Expiry（失效日期和地点） 31D 991015KOREA-------失效时间地点 Applicant Bank开证行 51D BANK OF CHINA LIAONING BRANCH----开证行 Applicant开证申请人 50 DALIANWEIDATRADINGCO.,LTD.------开证申请人 Beneficiary受益人 59 SANGYONG CORPORATION CPOBOX110 SEOUL KOREA-------受益人 Currency Code,Amount信用证总额 32B USD1,146,725.04-------信用证总额 Availablewith...by... 41

土木工程专业英语翻译

a common way to construct steel truss and prestressed concrete cantilever spans is to counterbalance each cantilever arm with another cantilever arm projecting the opposite direction,forming a balanced cantilever. they attach to a solid foundation ,the counterbalancing arms are called anchor arms /thus,in a bridge built on two foundation piers,there are four cantilever arms ,two which span the obstacle,and two anchor arms which extend away from the obstacle,because of the need for more strength at the balanced cantilever's supports ,the bridge superstructure often takes the form of towers above the foundation piers .the commodore barry bridge is an example of this type of cantilever bridge 一种常见的方法构造钢桁架和预应力混凝土悬臂跨度是每一个悬臂抗衡预测相反的方向臂悬臂，形成一个平衡的悬臂。他们重视了坚实的基础，制约武器被称为锚武器/因此，在两个基础上建一座桥桥墩，有四个悬臂式武器，这两者之间跨越的障碍，和两个锚武器哪个延长距离的障碍，因为为更多的在平衡悬臂的支持力量的需要，桥梁上部结构往往表现为塔墩基础之上形成的准将巴里大桥是这种类型的例子悬臂桥 steel truss cantilever support loads by tension of the upper members and compression of the lower ones .commonly ,the structure distributes teh tension via teh anchor arms to the outermost supports ,while the compression is carried to the foundation beneath teh central towers .many truss cantilever bridges use pinned joints and are therefore statically determinate with no members carrying mixed loads 钢桁架悬臂由上层成员和下层的紧张压缩支持负载。通常，结构分布通过锚武器的最外层的支持紧张，而压缩抬到下方的中央塔的基础。桁架悬臂许多桥梁使用固定的关节，是静定，没有携带混合负载的成员，因此 prestressed concrete balanced cantilever bridges are often built using segmental construction .some steel arch bridges are built using pure cantilever spans from each sides,with neither falsework below nor temporary supporting towers and cables above ,these are then joined with a pin,usually after forcing the union point apart ,and when jacks are removed and the bridge decking is added the bridge becomes a truss arch bridge .such unsupported construction is only possible where appropriate rock is available to support the tension in teh upper chord of the span during construction ,usually limiting this method to the spanning of narrow canyons 预应力混凝土平衡悬臂桥梁往往建立使用段施工。一些钢拱桥是使用各方面的纯悬臂跨度既无假工作下面也临时支撑塔和电缆上面，这些都是再加入了一根针，通常在迫使工会点外，当插孔删除，并添加桥梁甲板桥成为桁架拱桥，这种不支持的建设，才可能在适当情况下的岩石可用于支持在施工期间的跨度弦上的张力，通常限制这狭隘的峡谷跨越方法 an arch bridge is a bridge with abutments at each end shaped as a curved arch .arch bridges work by transferring the weight of the bridge and its loads partially into a horizontal thrust restrained by the abutments at either side .a viaduct may be made from a series of arches ,although other more economical structures are typically used today 在拱桥桥台的桥梁，是一个在一个弧形拱状，每年年底。拱桥通过转移到由部分在两边的桥台水平推

土木工程外文文献翻译

专业资料 学院： 专业：土木工程 姓名： 学号： 外文出处：Structural Systems to resist (用外文写) Lateral loads 附件：1.外文资料翻译译文；2.外文原文。

附件1：外文资料翻译译文 抗侧向荷载的结构体系 常用的结构体系 若已测出荷载量达数千万磅重，那么在高层建筑设计中就没有多少可以进行极其复杂的构思余地了。确实，较好的高层建筑普遍具有构思简单、表现明晰的特点。 这并不是说没有进行宏观构思的余地。实际上，正是因为有了这种宏观的构思，新奇的高层建筑体系才得以发展，可能更重要的是：几年以前才出现的一些新概念在今天的技术中已经变得平常了。 如果忽略一些与建筑材料密切相关的概念不谈，高层建筑里最为常用的结构体系便可分为如下几类： 1.抗弯矩框架。 2.支撑框架，包括偏心支撑框架。 3.剪力墙，包括钢板剪力墙。 4.筒中框架。 5.筒中筒结构。 6.核心交互结构。 7. 框格体系或束筒体系。 特别是由于最近趋向于更复杂的建筑形式，同时也需要增加刚度以抵抗几力和地震力，大多数高层建筑都具有由框架、支撑构架、剪力墙和相关体系相结合而构成的体系。而且，就较高的建筑物而言，大多数都是由交互式构件组成三维陈列。 将这些构件结合起来的方法正是高层建筑设计方法的本质。其结合方式需要在考虑环境、功能和费用后再发展，以便提供促使建筑发展达到新高度的有效结构。这并

不是说富于想象力的结构设计就能够创造出伟大建筑。正相反，有许多例优美的建筑仅得到结构工程师适当的支持就被创造出来了，然而，如果没有天赋甚厚的建筑师的创造力的指导，那么，得以发展的就只能是好的结构，并非是伟大的建筑。无论如何，要想创造出高层建筑真正非凡的设计，两者都需要最好的。 虽然在文献中通常可以见到有关这七种体系的全面性讨论，但是在这里还值得进一步讨论。设计方法的本质贯穿于整个讨论。设计方法的本质贯穿于整个讨论中。 抗弯矩框架 抗弯矩框架也许是低，中高度的建筑中常用的体系，它具有线性水平构件和垂直构件在接头处基本刚接之特点。这种框架用作独立的体系，或者和其他体系结合起来使用，以便提供所需要水平荷载抵抗力。对于较高的高层建筑，可能会发现该本系不宜作为独立体系，这是因为在侧向力的作用下难以调动足够的刚度。 我们可以利用STRESS，STRUDL 或者其他大量合适的计算机程序进行结构分析。所谓的门架法分析或悬臂法分析在当今的技术中无一席之地，由于柱梁节点固有柔性，并且由于初步设计应该力求突出体系的弱点，所以在初析中使用框架的中心距尺寸设计是司空惯的。当然，在设计的后期阶段，实际地评价结点的变形很有必要。 支撑框架 支撑框架实际上刚度比抗弯矩框架强，在高层建筑中也得到更广泛的应用。这种体系以其结点处铰接或则接的线性水平构件、垂直构件和斜撑构件而具特色，它通常与其他体系共同用于较高的建筑，并且作为一种独立的体系用在低、中高度的建筑中。

土木工程岩土类毕业设计外文翻译

姓名： 学号： 10447425 X X 大学 毕业设计（论文）外文翻译 （2014届） 外文题目Developments in excavation bracing systems 译文题目开挖工程支撑体系的发展 外文出处Tunnelling and Underground Space Technology 31 (2012) 107–116 学生XXX 学院XXXX 专业班级XXXXX 校内指导教师XXX 专业技术职务XXXXX 校外指导老师专业技术职务 二○一三年十二月

开挖工程支撑体系的发展 1.引言 几乎所有土木工程建设项目（如建筑物，道路，隧道，桥梁，污水处理厂，管道，下水道）都涉及泥土挖掘的一些工程量。往往由于由相邻的结构，特性线，或使用权空间的限制，必须要一个土地固定系统，以允许土壤被挖掘到所需的深度。历史上，许多挖掘支撑系统已经开发出来。其中，现在比较常见的几种方法是：板桩，钻孔桩墙，泥浆墙。 土地固定系统的选择是由技术性能要求和施工可行性（例如手段，方法）决定的，包括执行的可靠性，而成本考虑了这些之后，其他问题也得到解决。通常环境后果（用于处理废泥浆和钻井液如监管要求）也非常被关注（邱阳、1998）。 土地固定系统通常是建设项目的较大的一个组成部分。如果不能按时完成项目，将极大地影响总成本。通常首先建造支撑，在许多情况下，临时支撑系统是用于支持在挖掘以允许进行不断施工，直到永久系统被构造。临时系统可以被去除或留在原处。 打桩时，因撞击或振动它们可能会被赶入到位。在一般情况下，振动是最昂贵的方法，但只适合于松散颗粒材料，土壤中具有较高电阻（例如，通过鹅卵石）的不能使用。采用打入桩系统通常是中间的成本和适合于软沉积物（包括粘性和非粘性），只要该矿床是免费的鹅卵石或更大的岩石。 通常，垂直元素（例如桩）的前安装挖掘工程和水平元件（如内部支撑或绑回）被安装为挖掘工程的进行下去，从而限制了跨距长度，以便减少在垂直开发弯矩元素。在填充情况下，桩可先设置，从在斜坡的底部其嵌入悬挑起来，安装作为填充进步水平元素（如搭背或土钉）。如果滞后是用来保持垂直元素之间的土壤中，它被安装为挖掘工程的进行下去，或之前以填补位置。 吉尔- 马丁等人（2010）提供了一个数值计算程序，以获取圆形桩承受轴向载荷和统一标志（如悬臂桩）的单轴弯矩的最佳纵筋。他们开发的两种优化流程：用一个或两个直径为纵向钢筋。优化增强模式允许大量减少的设计要求钢筋的用量，这些减少纵向钢筋可达到50％相对传统的，均匀分布的加固方案。 加固桩集中纵向钢筋最佳的位置在受拉区。除了节约钢筋，所述非对称加强钢筋图案提高抗弯刚度，通过增加转动惯量的转化部分的时刻。这种增加的刚性可能会在一段时间内增加的变形与蠕变相关的费用。评估相对于传统的非对称加强桩的优点，对称，钢筋桩被服务的条件下全面测试来完成的，这种试验是为了验证结构的可行性和取得的变形的原位测量。 基于现场试验中，用于优化的加强图案的优点浇铸钻出孔（CIDH）在巴塞罗那的

信用证样本及翻译

信用证样本(1) Name of Issuing Bank The French Issuing Bank 38 rue Francois ler 75008 Paris, France To: The American Exporter Co. Inc. 17 Main Street Tampa, Florida Place and date of issue Paris, 1 January 2006 This Credit is advised through The American Advising Bank, 486 Commerce Avenue, Tampa, Florida Dear Sirs, By request of account of The French Importer Co. 89 rue du Comnerce Paris, France we hereby issue an Irrevocable Documentary Credit No. 12345 for USD 100,000 (say US Dollars one hundred thousand only) to expire on March 29, 2006 in American available with the American Advising Bank, Tampa by negotiation at sight against beneficiary's draft(s) drawn on The French Issuing Bank and the documents detailed herein: (1)Commercial Invoice, one original and three copies. (2)Multimodal Transport Document issued to the order of the French Importer Co. marked freight prepaid and notify XYZ Custom House Broker Inc. (3)Insurance Certificate covering the Institute Cargo Clauses and the Institute War and Strike Clauses for 110% of the invoice value blank endorsed. (4)Certificate of Origin evidence goods to be of U.S.A. Origin. (5)Packing List Evidencing transportation of Machines and spare parts as per pro-forma invoice number 657 dated January 3, 2006 from Tampa, Florida to Paris, France not late than March 15,2006- CIP INCOTERMS 1990. Partial shipment is allowed. Transshipment is allowed. Documents to be presented within 10 days after the date of the transport documents but within the validity of the credit. We hereby engage with drawers and/or bona fide holders that drafts drawn and negotiated in conformity with the terms of Credit will be fully honored on presentation. The number and the date of the Credit and the name of our bank must be quoted on all drafts required. Bank to bank instructions :… Yours faithfully The French Issuing Bank, Paris (signature)

土木工程专业英语原文及翻译

土木工程专业英语原文 及翻译 文档编制序号：[KKIDT-LLE0828-LLETD298-POI08]

08 级土木(1) 班课程考试试卷 考试科目专业英语 考试时间 学生姓名 所在院系土木学院 任课教师 徐州工程学院印制 Stability of Slopes Introduction Translational slips tend to occur where the adjacent stratum is at a relatively shallow depth below the surface of the slope:the failure surface tends to be plane and roughly parallel to the slips usually occur where the adjacent stratum is at greater depth，the failure surface consisting of curved and plane sections． In practice, limiting equilibrium methods are used in the analysis of slope stability. It is considered that failure is on the point of occurring along an assumed or a known failure surface．The shear strength required to maintain a condition of limiting equilibrium is compared with the available shear strength of the soil，giving the average factor of safety along the failure surface．The problem is considered in two dimensions，conditions of plane strain being assumed．It has been shown that a two-dimensional analysis gives a conservative result for a failure on a three-dimensional(dish-shaped) surface． Analysis for the Case of φu =0 This analysis, in terms of total stress，covers the case of a fully saturated clay under undrained conditions, . For the condition immediately after construction．Only moment equilibrium is considered in the analysis．In section, the potential failure surface is assumed to be a circular arc. A trial failure surface(centre O，radius r and length L a where F is the factor of safety with respect to shear strength．Equating moments about O：

土木工程专业外文文献及翻译

（ 二 〇 一 二 年 六 月 外文文献及翻译 题 目： About Buiding on the Structure Design 学生姓名： 学 院：土木工程学院 系 别：建筑工程系 专 业：土木工程(建筑工程方向) 班 级：土木08-4班 指导教师：

英文原文： Building construction concrete crack of prevention and processing Abstract The crack problem of concrete is a widespread existence but again difficult in solve of engineering actual problem, this text carried on a study analysis to a little bit familiar crack problem in the concrete engineering, and aim at concrete the circumstance put forward some prevention, processing measure. Keyword:Concrete crack prevention processing Foreword Concrete's ising 1 kind is anticipate by the freestone bone, cement, water and other mixture but formation of the in addition material of quality brittleness not and all material.Because the concrete construction transform with oneself, control etc. a series problem, harden model of in the concrete existence numerous tiny hole, spirit cave and tiny crack, is exactly because these beginning start blemish of existence just make the concrete present one some not and all the characteristic of quality.The tiny crack is a kind of harmless crack and accept concrete heavy, defend Shen and a little bit other use function not a creation to endanger.But after the concrete be subjected to lotus carry, difference in temperature etc. function, tiny crack would continuously of expand with connect, end formation we can see without the

常见信用证条款英汉对照翻译(DOC)

常见信用证条款英汉对照翻译 Business Documents国际商务单证 EDI （Electronic Date Interchange）电子数据交换 2000 INCOTERMS2000年国际贸易术语解释通则 UCP500Uniform Customs and Practice for Documentary Credit, ICC Publication No.500 跟单信用证统一惯例 CISGUnited Nations Convention on Contracts for the International Sale of Goods 联合国国际货物销售合同公约 Inquiry询价 Offer发盘 Counter Offer 还价 Acceptance接受 S/C Sales Confirmation 销售确认书（即合同） Physical Delivery实际交货 Symbolic Delivery象征性交货 FOBFree on Board装运港船上交货 CFRCost and Freight成本加运费 CIFCost Insurance and Freight成本加保险费和运费 FCAFree Carrier货交承运人 CPTCarriage Paid to运费付至 CIPCarriage and Insurance Paid to 运费、保险费付至 EXW工厂交货

FAS装运港船边交货 DAF边境交货 DES目的港船上交货 DEQ目的港码头交货 DDU未完税交货 DDP完税后交货 Commission佣金 Discount折扣 Remittance汇付 Remitter汇款人 Payee收款人 M/T Mail Transfer 信汇 T/T Telegraphic Transfer电汇 D/D Demand Draft票汇 Payment in Advance预付货款 Cash with Order随订单付款 Collection 跟单托收 Principal 委托人 Drawee 付款人 D/P Documents against Payment 付款交单 D/A Documents against Acceptance承兑交单D/P at sight 即期付款交单 D/P after sight远期付款交单 T/R Trust Receipt信托收据

土木工程专业英语课文原文及对照翻译

土木工程专业英语课文原 文及对照翻译 Newly compiled on November 23, 2020

Civil Engineering Civil engineering, the oldest of the engineering specialties, is the planning, design, construction, and management of the built environment. This environment includes all structures built according to scientific principles, from irrigation and drainage systems to rocket-launching facilities. 土木工程学作为最老的工程技术学科，是指规划，设计，施工及对建筑环境的管理。此处的环境包括建筑符合科学规范的所有结构，从灌溉和排水系统到火箭发射设施。 Civil engineers build roads, bridges, tunnels, dams, harbors, power plants, water and sewage systems, hospitals, schools, mass transit, and other public facilities essential to modern society and large population concentrations. They also build privately owned facilities such as airports, railroads, pipelines, skyscrapers, and other large structures designed for industrial, commercial, or residential use. In addition, civil engineers plan, design, and build complete cities and towns, and more recently have been planning and designing space platforms to house self-contained communities. 土木工程师建造道路，桥梁，管道，大坝，海港，发电厂，给排水系统，医院，学校，公共交通和其他现代社会和大量人口集中地区的基础公共设施。他们也建造私有设施，比如飞机场，铁路，管线，摩天大楼，以及其他设计用作工业，商业和住宅途径的大型结构。此外，土木工程师还规划设计及建造完整的城市和乡镇，并且最近一直在规划设计容纳设施齐全的社区的空间平台。 The word civil derives from the Latin for citizen. In 1782, Englishman John Smeaton used the term to differentiate his nonmilitary engineering work from that of the military engineers who predominated at the time. Since then, the term civil engineering has often been used to refer to engineers who build public facilities, although the field is much broader 土木一词来源于拉丁文词“公民”。在1782年，英国人John Smeaton为了把他的非军事工程工作区别于当时占优势地位的军事工程师的工作而采用的名词。自从那时起，土木工程学被用于提及从事公共设施建设的工程师，尽管其包含的领域更为广阔。 Scope. Because it is so broad, civil engineering is subdivided into a number of technical specialties. Depending on the type of project, the skills of many kinds of civil engineer specialists may be needed. When a project begins, the site is surveyed and mapped by civil engineers who locate utility placement—water, sewer, and power lines. Geotechnical specialists perform soil experiments to determine if the earth can bear the weight of the project. Environmental specialists study the project’s impact on the local area: the potential for air and

土木工程外文翻译参考3篇

学校 毕业设计（论文）附件 外文文献翻译 学号： xxxxx 姓名： xxx 所在系别： xxxxx 专业班级： xxx 指导教师： xxxx 原文标题： Building construction concrete crack of prevention and processing 2012年月日 .

建筑施工混凝土裂缝的预防与处理1 摘要 混凝土的裂缝问题是一个普遍存在而又难于解决的工程实际问题，本文对混凝土工程中常见的一些裂缝问题进行了探讨分析，并针对具体情况提出了一些预防、处理措施。 关键词：混凝土裂缝预防处理 前言 混凝土是一种由砂石骨料、水泥、水及其他外加材料混合而形成的非均质脆性材料。由于混凝土施工和本身变形、约束等一系列问题，硬化成型的混凝土中存在着众多的微孔隙、气穴和微裂缝，正是由于这些初始缺陷的存在才使混凝土呈现出一些非均质的特性。微裂缝通常是一种无害裂缝，对混凝土的承重、防渗及其他一些使用功能不产生危害。但是在混凝土受到荷载、温差等作用之后，微裂缝就会不断的扩展和连通，最终形成我们肉眼可见的宏观裂缝，也就是混凝土工程中常说的裂缝。 混凝土建筑和构件通常都是带缝工作的，由于裂缝的存在和发展通常会使内部的钢筋等材料产生腐蚀，降低钢筋混凝土材料的承载能力、耐久性及抗渗能力，影响建筑物的外观、使用寿命，严重者将会威胁到人们的生命和财产安全。很多工程的失事都是由于裂缝的不稳定发展所致。近代科学研究和大量的混凝土工程实践证明，在混凝土工程中裂缝问题是不可避免的，在一定的范围内也是可以接受的，只是要采取有效的措施将其危害程度控制在一定的范围之内。钢筋混凝土规范也明确规定：有些结构在所处的不同条件下，允许存在一定宽度的裂缝。但在施工中应尽量采取有效措施控制裂缝产生，使结构尽可能不出现裂缝或尽量减少裂缝的数量和宽度，尤其要尽量避免有害裂缝的出现，从而确保工程质量。 混凝土裂缝产生的原因很多，有变形引起的裂缝：如温度变化、收缩、膨胀、不均匀沉陷等原因引起的裂缝；有外载作用引起的裂缝；有养护环境不当和化学作用引起的裂缝等等。在实际工程中要区别对待，根据实际情况解决问题。 混凝土工程中常见裂缝及预防: 1.干缩裂缝及预防 干缩裂缝多出现在混凝土养护结束后的一段时间或是混凝土浇筑完毕后的一周左右。水泥浆中水分的蒸发会产生干缩，且这种收缩是不可逆的。干缩裂缝的产生主要是由于混凝土内外水分蒸发程度不同而导致变形不同的结果：混凝土受外部条件的影响，表面水分损失过快，变形较大，内部湿度变化较小变形较小，较大的表面干缩变形受到混凝土内部约束，产生较大拉应力而产生裂缝。相对湿度越低，水泥浆体干缩越大，干缩裂缝越易产 1原文出处及作者：《加拿大土木工程学报》