《土木工程专业英语》陈瑛-邵永波主编-全文经典翻译.pdf

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1、Chapter 1.Structural Mechanics 结构力学 1.1 Classification and Behavior of Structural Systems and Elements 系统结构和元素的分类和作用 1.2 Determinate and Indeterminate Structures 静定和超静定结构 1.3 Structural Dynamics 结构动力学 Chapter 2.Structural Material 土木工程材料 2.1 Materials for Concrete and Mix Proportion 砼材料及配比 2.2 Prope

2、rties of Concrete 砼的性能 2.3 Steel Materials 钢材料 2.4 Structural Steel Shapes 型钢 Chapter 3.Structural Design concepts 结构设计 3.1 Load conditions and Load Paths 负载条件和加载路径 3.2 Limit State Design 极限状态设计 Chapter 4.Concrete Structure 钢筋混凝土结构 4.1 Flexural Behavior of Reinforced Concrete Beam 钢筋混凝土梁的弯曲性能 4.2 Sh

3、ear and Diagonal Tension in Reinforced Concrete Beam 钢筋混凝土梁的剪切和斜拉 4.3 Bond,Anchorage,and Development Length 连接，锚固，根本锚固长度 Chapter 1.Structural Mechanics 结构力学 1.1.Classification and Behavior of Structural Systems and Elements 系统结构和元素的分类和作用 Common rigid elements include beams,columns or struts,arches,f

4、lat plates,singly curved plates,and shells having a variety of different curvatures.Flexible elements include cables(straight and draped)and membranes(planar,singly curved,and doubly curved).In addition,there are a number of other types of structures that are derived from these elements(e.g,frames,t

5、rsses,geodesic domes,nets,etc.)(figure 1.1)常见的刚性元件包括梁，柱，支撑，圆拱，平板，单向板弯曲面，具有不同的曲率的翘体。柔性元素包括电缆直披和膜结构平面，单向板弯曲面，双曲面。此外也有一些来自这些元素如框架，桁架，测量短程线，网格等 Frames 框架 The frame has rigid joints that are made between vertical and horizontal members.This joint rigidity imparts(给予)a measure of stability against lateral

6、 forces.In a framed system both beams and columns are bent or bowed弯如弓的as a consequence of the action of the load on the structure.框架的垂直和水平直接有刚性连接，这样的节点给予了一定程度上的稳定性抵抗侧向作用力。在一个框架的系统张，梁和柱的弯曲或弓形弯如弓的形状都是结构上负载的作用效果。Trusses 桁架 Trusses are structural members made by assembling short,straight members into t

7、riangulated patterns.The resultant 组合的,合成的structure is rigid as a result of the exact 精确的)way the individual line elements are positioned relative to one another.Some patterns(e.g.a pattern of squares rather than triangles)do not necessarily yield a structure that is rigid(unless joints are treated

8、in the same way as in framed structures).A truss composed of discrete elements is bent in an overall way under the action of an applied transverse loading in much the same way that a beam is bent.Individual truss members,however,are not subject to bending but are only either compressed or pulled upo

9、n.桁架结构构件是通过短直杆组装成三角形的图案。组合的结果的精确方式相对于彼此的位置的各行元素的结构是刚性的。不一定会产生某些刚性的模型例如，一个模型的平方不一定是三角形图案 除非在框架结构中相同的处理。由分立元件组成的桁架在大致相同的方式，弯曲梁所施加的横向载荷的作用下，在一个整体方式的弯曲。个人桁架构件，不能弯曲只能压缩或拉后。Arches 拱门 An arch is a curved,line-forming structural member that spans between two points.The exact shape of the curve and the natur

10、e of the loading are critical determinants as to whether the resultant assembly is stable.When shapes are formed by simply stacking rigid block elements,the resultant structure is functional and stable only when the action of the load is to induce in-plane forces that cause the structure to compress

11、 uniformly.Structures of this type cannot carry loads that induce elongations or any pronounced type of bowing in the member(the blocks simply pull apart and failure occurs).The strength of a block structure is due exclusively to the positioning of individual elements,since blocks are typically eith

12、er simply rested one on another or mortared together.The positioning is,in turn,dependent on the exact type of loading involved.The resultant structure is thus rigid only under very particular circumstances.圆拱 一个拱形的弯曲线形成的结构部件，两点之间的跨越。曲线的精确性质和性质是所得到的组件是否是稳定的关键决定因素。当通过简单地堆叠刚性块体元件的形状形成的结构是功能性的和稳定的，又有当负

13、载的作用是诱导面内的力量时才导致结构的均匀压缩。这种类型的结构不能进行负载诱导伸长或任何明显的拉伸 只需拉开块发生故障。嵌段结构的强度是由于单个元素导致的，由于块通常是在躺在另一个上或砂浆砌在一起。只有在非常特殊的情况下，所得到的的结构才是刚性的。The rigid arch is frequently used in modern building.It is curved similarly to block arches but is made of one continuous piece of deformed rigid material.If rigid arches are p

14、roperly shaped,they can carry a load to supports while being subject only to axial compression,and no bending occurs.The rigid arch is better able to carry variations in the design loading than is its block counterpart made of individual pieces.Many types of rigid arches exist and are often characte

15、rized by their support conditions(fixed,two-hinged,three-hinged).现代建筑中常用的刚性拱，同样是弯曲的阻止拱，但它是由一块连续变形的刚性材料制成的。如果制成刚性拱的形状，它们可以承受的负载支座仅受轴向压缩的同时并没有发生弯曲。刚性拱是能够更好地进行变化的块对应的单件制成的。存在许多类型的刚性拱的特点常常是它们的支持条件固定，双绞链、三铰链 Walls and Plates 墙板 Walls and flat plates are rigid surface-forming structures.A load-bearing wal

16、l can typically carry both vertical loads and lateral loads(wind,earthquake)along its length.Resistance to out-of-plane forces in block walls is marginal.A flat plate is typically used horizontally and carries loads by bending to its supports.Plate structures are normally made of reinforced concrete

17、 or steel.墙板 墙壁和平板外表形成的结构是刚性的。承重墙通常可以进行沿其长度的垂直荷载和侧向荷载风。地震。砌块墙的平面的抵抗力是微缺乏道的。通常用于平板进行水平和通过弯曲其支持负载。板结构通常是由钢筋混凝土或刚组成的。Horizontal plates can also be made by assembling patterns of short,rigid line elements.Three-dimensional triangulation schemes are used to impart stiffness to the resultant assembly.水平板也

18、可以通过组装短，刚性线的模式。三维三角形测量设计是用来赋予所得到的组件的刚度的。Long,narrow rigid plates can also be joined along their long edges and used to span horizontally in beam-like fashion.These structures,called folded plates,have the potential for spanning fairly large distances.长，狭窄的刚性板也可以参加和使用到时尚的水平跨越梁中。这些结构，被称为折叠的板，有可能跨越相当大的

19、距离。Cylindrical Shells and Vaults 柱形壳和拱顶 Cylindrical barrel shells and vaults are examples of singly curved-plate structure.A barrel shell spans longitudinally such that the curve is perpendicular to the direction of the span.When fairly long,a barrel shell behaves much like a beam with a curved cros

20、s section.Barrel shells are invariably made of rigid materials(e.g.,reinforced concrete or steel).A vault,by contrast,is a singly curved structure that spans transversely.A vault can be conceived of as basically a continuous arch.柱形壳和拱顶 圆柱型的筒和拱顶都是单独的弧形板式结构的例子。一个镜筒外壳跨越纵向曲线垂直的方向的弧度。当足够长的时候，每筒外壳采用的弧形截面

21、梁很像。筒，炮弹等都提出了硬质材料 如钢筋混凝土或钢。相反的，储藏库是一个单独的弧形结构，横向跨越。储藏库可以设想根本是是一个连续的拱。Spherical Shells and Domes 球壳和圆顶 A wide variety of doubly curved surface structures are in use.These include structures that are portions of spheres and those that form warped surface(e.g,the hyperbolic paraboloid).The number of sha

22、pes possible is actually boundless.Probably the most common doubly curved structures is the spherical shell.It is convenient to think of this structure as a rotated arch.This analogy,however,is actually misleading with respect to how the structure actually carries loads because of the fact that load

23、ings include circumferential forces in spherical shells which do not exist in arches.Domed structures can be made of stacked blocks or a continuous rigid material(reinforced concrete).Shells and domes are very efficient structures capable of spanning large distances using a minimum of material.球形壳 各

24、种各样的双曲面结构都在使用中，这些包括球部和它所形成的扭曲的外表的结构例如，双曲抛物线。一些可能的形状实际上是无限的。也许最常见的双曲面结构是球壳。它认为这种结构的旋转拱很方便。但是，这个比喻实际上是误导了结构是如何进行负载的。因为，载荷包括切线力在球壳中不存在拱门。圆顶结构，可以由层叠块或连续的刚性材料钢筋混凝土组成。壳顶结构是非常有效的，它能够用最少的材料覆盖很大的距离。Cables索 Cables are flexible structural elements.The shape they assume take on under a loading depends on the na

25、ture and magnitude of the load.When a cable is simple pulled on at either end,it assumes a straight shape.This type of cable is often called a tie-rod.When a cable is used to span between two points and carry an external point load or series of point loads,it deforms into a shape made up of a series

26、 of straight-line segments.When a continuous load distributed load,is carried,the cable deforms into a continuously curving shape.The self weight of the cable itself produces such a catenary curve Suspension cables can be used to span extremely large distances 索 索是可弯曲的结构元件。它们呈现加载的形状取决于负载的性质和严重程度。当很简

27、单地拉索的任一端时，它假定了直板造型。这种类型的索通常被称为转向横拉杆。当索用于跨越两个点之间并进行外部负载或一系列的点荷载，变形的形状由一系列的直线段。当进行连续负载分布荷载，索变形成了连续弯曲的形状。索本身的自重产生这样的悬链线，吊索可用于跨越非常大的距离。Membranes,Tents,and Nets 膜、帐篷、网 A membrane is a thin,flexible sheet.A common tent is made of membranes surfaces.Both simple and complex forms can be created using membra

28、nes.For surfaces of double curvature,such as a spherical surface,however,the actual surface would have to be made as an assembly of much smaller segments,since most membranes are typically available only in flat sheets.A further implication of using a flexible membrane to create the surface is that

29、it either has to be suspended with the convex side pointing downward or,if used with the convex side pointing upward,supplemented by some mechanism to its shape.Pneumatic,or air-inflated,structures.The shape of the membrane is maintained by the internal air pressure inside the structure.Another mech

30、anism is to apply external jacking forces that stretch the membrane into the desired shape.Various stressed-skin structures are of this general type.The need to pretension the skin,however,imposes various limitations on the shape that can be formed.Spherical surfaces,for example,are very difficult t

31、o pretension by external jacking forces,while others,such as the hyperbolic paraboloid,can be handled with comparative ease.膜、帐篷、网 是一个薄的膜，柔性板，一个常见的帐篷是由膜外表构成的。既简单又复杂的形式可以创立使用膜。对于双曲率，如球面的外表。但是实际的外表将要作为一个组件的更小的段，因为大多数膜通常仅适用于平板。用一柔性膜片创立外表的再一个含义是，它要么必须暂停与凸侧朝向下方，或者，如果使用凸侧朝上，通过一些机制来补充其形状。充气式膜结构的膜形状是由内部的结构的

32、内部气压。另一种机制是应用外部抬升力，拉伸膜成所需的形状。强淘气肤的各种结构的这种通用类型，然而，需要预拉伸皮肤施加各种条件的限制，可以形成的形状。球的外表，是非常困难的外部顶力，但是其他的，如双曲抛物面可以比拟容易处理。Nets are very analogous to membrane skins.By allowing the mesh opening to vary as needed,a wide variety of surface shapes can be formed.An advantage of using crossed cables is that the posi

33、tioning of the cables mitigates fluttering due to wind suctions and pressures.In addition,tension forces are typically induced into the cables by jacking devices,so that the whole surface is turned into a type of stretched skin.This also gives the roof stability and resistance to flutter.网是非常类似的膜皮，通

34、过使网眼根据需要进行变化，各种各样的外表形状可以形成。使用交叉索的一个优点是，使索的定位减轻由于风的吸力和压力产生的飘动。此外，张力通常诱导索顶装置，使整个外表变成一种类型的伸展。这也给了顶板稳定性和抗颤性。1.2 2.Basic Issues in the Analysis and Design of Structures 结构分析与设计中的根本问题 1 Fundamental Structural Phenomena1.根本结构现象 Structure components could break apart or deform badly.The forces causing overt

35、urning or collapse come from the specific environmental(e.g.,wind,earthquakes,occupancies)or from the self-weight of the form itself.These same applied loadings produce internal force in a structure that stress the material used and may cause it to fail or deform.There are several fundamental ways i

36、n which failure can occur.结构组件可以破坏或严重变形，由力的作用造成的倾覆或来自特定的环境例如，风，地震，占用再或者是本身的自重的形式。这些相同的应用负荷产生的内力在一个结构中使用的材料可能会导致其变形或失败。有几个根本的方法，其中可能会发生故障。A first set of concerns deals with the overall stability of a work.As a whole unit,a structure might overturn,slide,or twist about its base,particularly when subje

37、cted to horizontally acting wind or earthquake forces.Sliding under its own weight.Overturning or twisting need not be caused only by horizontally acting forces.A work might simply be out of balance under its own self-weight and overturning.The use of wide,rigid foundations helps prevent overturning

38、,as does the use of special foundation elements such as piles capable of carrying tension forces.第一组关注处理工作的整体稳定性。作为一个整体单元，结构可能会倾覆，滑移，扭转。尤其是当风或地震的水平作用时，其自身重量下滑，翻倒或扭转不只是引起水平作用力。在自身的重量和倾覆的作用下，可能只是失去了平衡。使用宽，刚性的根底，有助于防止倾覆，不使用例如能够携带张力桩的特殊要数。A second set of concerns deals with internal,or relational,stabil

39、ity.If the parts of a structure are not properly arranged in space or interconnected appropriately,an entire assembly(组装)can collapse internally.Collapses of this type invariably involve large relative movements within the structure itself.Assemblies may be internally stable under one loading condit

40、ion and unstable under another.Horizontally acting wind or earthquake forces,in particular,cause collapses of this kind.There are several basic mechanisms-walls,frame action,cross bracing for making an assembly internally stable.第二组关于处理内部关系稳定。如果有局部的结构空间组合不合理，或真个组装不合理，可以适当地相互连接，内部折叠。这种类型导致的坍塌总是涉及大型结构

41、本身的相对运动。组件可能是一个装载条件下内部稳定和不稳定的根据项。水平因素风或地震尤其会使其坍塌。有几个根本的机制墙壁，框架动作，交叉支撑组件的内部稳定。A third set of concerns deals with the strength and stiffness of constituent elements.There are many structure issues that revolve around the strength of component parts of a structure.These failures,which may or may not le

42、ad to total collapse,may be caused by excessive tension,compression,bending,shear,torsional,bearing forces,or deformations that are developed internally in the structure as a consequence of the applied loadings.Associated with each force state are internal stresses that actually exist within the fab

43、ric of the material itself.By carefully designing components in response to the force state present,the actual stresses developed in the components can be controlled to safe levels.第三组的关注处理的强度和刚度的结构元素。很多结构围绕一个结构组成局部的强度问题。这些故障可能会导致全面崩溃，可能是由于过度紧张，压缩，弯曲，剪切，扭转，轴承，或变形，在结构内部开发的应用负荷的后果。每个受力状态，实际上存在于物质材料本身的

44、内应力。通过仔细地设计组件的受力状态，开发组件的实际应力可以被控制到平安水平。2.Structural Stability 结构稳定性 A Fundamental consideration in designing a structure is that of assuring its stability under any type of possible loading condition.All structures undergo some shape changes under load.In a stable structure deformations induced by t

45、he action of the load tend to restore the structure to its original shape after the load has been removed.In an unstable structure,the deformations induced by a load are typically massive and often tend to continue increasing as long as the load is applied.An unstable structure does not generate int

46、ernal forces that tend to restore the structure to its original configuration.Unstable structures quite often collapse completely and instantaneously as a load is applied to them.It is the fundamental responsibility of the structural designer to assure that a proposed structure does indeed form a st

47、able configuration.设计结构的最根本需要考虑的问题，是任何类型的可能负载的条件下确保其稳定性。所有的结构进行一些稳定结构的变形引起的负载的作用下的形状变化，趋向于回访到初始形状的结构已经被删除。在不稳定的结构中，由负载引起的变形通常是大规模的，并且常常施加载荷时，只要继续增加。一个不稳定的结构不会产生内部的力量，往往恢复到原来的配置结构。经常不稳定结构完全折叠和瞬间作为负载被施加到它们身上。它的根本结构设计师的责任，以确保建议的结构确实形成一个稳定的配置。Stability is a crucial issue in the design of structures that

48、 are assemblies of discrete elements.For example,the post-and-beam structure illustrated in figure 1.2a is apparently stable.Any horizontal force,however,tends to cause deformations of the type indicated in figure 1.2b.clearly,the structure has no capacity to resist horizontal load,nor does it have

49、any mechanism that tends to restore it to its initial shape after the horizontal load is removed.The large changes in angle that occur between members characterize an unstable structure that is beginning to collapse.This particular structure will collapse almost instantaneously under load.Consequent

50、ly,this particular pattern of members is referred to as a collapse mechanism.稳定是一个至关重要的问题，在设计分立元件的组件结构。例如，梁柱结构示意图 1.2a 所示显然是稳定的。然而，在任何水平方向的力往往会造成在图 1.2b 的不同变形。结构清楚，有没有能力抵抗水平荷载，也没有任何机制，倾向于恢复到其初始形状，水平荷载后删除。出现大的变化角度特征不稳定的结构开始崩溃。这种特殊的结构将在负载下瞬间崩溃。因此，这个特定的图案被称为“崩溃机制 There are really only a few fundamental