汉译英部分(全)

1、汉译英部分第一课等截面Constant cross section，单位面积上的力Unit area on the force杆件的横截面面积 A cross-sectional area of the member 横截面的形心 Centroid of the cross section 单位长伸 长量 Elongation per unit length 相邻横截面 Adjacent cross-section 除非另有说明 Unless otherwise noted力的集度。即是单位面积上的力，称为应力The force set degrees, that is the force p

2、er unit area, known as stress应力常用希腊字母来表示Stress commonly used Greek letters 单位长度的伸长量称为应变，常来以下公式确定Unit length of elongation is called strain, often to the following formula to determine材料力学是应用力学的一个分支 The materials mechanics is a branch of applied mechanics材料力学讨论固体在承受各种荷载时的性能Of Material Mechanics Discu

3、ssion solidperformance under various loads第二课临界应力Critical stress欧拉公式Eulers formula比例极限Proportional limit强度极限 Strength limit 非弹性屈曲 Inelastic buckling 平均压应力 Average compressive stress 回转 半径 Radius of gyration 许可应力 Allowable stress我们注意到临界应力的变化和柱子长细比的平方成反比 We note that the critical stress changes and pi

4、llars slenderness ratio is inversely proportional to the square of如果，柱子将由于弹性屈曲而失效，欧拉公式可以应用If, pillars elastic buckling failure.Eulers formula，曲线ABC是根据公式2-1绘制的，被称为欧拉曲线Curve ABC is according to the formula 2-1draw, is called the eulers curve结构工程安全系数的典型值介于1.5和3这一范围内。The structural engineering typical v

5、alue of the safety factor of between 1.5 and 3 within this range第三课温度差 Temperature difference补救措施 Remedial measures补安全度规范 Complement safety norms，雨水积聚 Rainwater accumulation概率密度函数 Probability density function概率曲线 Probability curve失效概率 Probability of failure分项安全系数 Partial safety factors结构必须具备抗破坏的安全度和

6、实用时的实用性The structure must have anti undermine the security and practical usefulness作用在结构上的荷载可分为三大类。Effect on the structure of the load can be divided into three categories.像活荷载一样，某时刻的环境荷载无论大小还是分布都是不确定的Like live load, a time of environmental load regardless of size or distribution is uncertain规定值并不是平

7、均值，而是表示期望的上限Specified value is not mean, but expects the upper limit设计规范中合理的安全条款已经取得了很大进展。code of reasonable safety terms have been made great progress.由此可看出，这个规定的使用荷载比作用在结构上的平均荷载大得多。This can be seen, the provisions of the use of load ratio effect on the structure of the average load much larger第四课风

8、吸力 Wind suction风压力 Wind pressure四坡屋顶Hipped roof建筑正立面Building faqade斜度在 30 的坡屋顶 Gradient in 30 slope roof低层建筑 Low-rise building风压力和吸力分别指的是空气的压力大于或者小于大气压力 Wind pressure and suction means is the pressure of the air is greater than or less than atmospheric pressure 当屋顶的坡度大于约30。时，在屋顶的迎风面为压力，在屋顶的背风面为吸力Whe

9、n the roof slope is greater than about 30 , the windward side of the roof of the pressure in the leeward side of the roof to the suction雨棚下部受垂直升力的作用，该荷载与上部风荷载同时作用其上The canopy lower vertical lift, the load and the upper part of the wind loads acting simultaneously on.第五章结构的实用性 Practicality of the str

10、ucture结构的耐久性 The durability of the structure裂缝宽度Crack width长期挠度 Long-term deflection使用荷载Use load在设计良好的钢筋混凝土梁中，裂缝须足够小，以防出现超过规范允许宽度的钢筋锈蚀 Well-designed reinforced concrete beams, the cracks to be small enough to avoid a more than steel corrosion specification allows the width为了控制裂缝，最好使用小直径而数量多的钢筋，而不是大直

11、径而数量少的钢筋In order to control the crack, the best use of small diameter and number of reinforced, rather than the large diameter of the small number of reinforced.一般，配置光圆钢筋的梁，其裂缝会表现的少宽，而配置适变形钢筋的梁，其裂缝数量多 而宽度细微到几乎不可见。General configuration plain bars, beam, the crack will show less wide, and configure th

12、e appropriate deformed bars, beam, the number of crack width subtle almost invisible.对深受弯构件，除受弯主钢筋外，需要在腹部两侧配置附加钢筋以防其表面裂缝宽度超限 Deep flexural members, in addition to the main reinforcement of the bend by both sides of the abdomen configure additional reinforcement to prevent the surface crack width gau

13、ge第六章 预制混凝土结构 Precast concrete structure地震受灾区Quake-hit areas能量的吸收 Energy absorption现浇结构 Cast-in-place structure水平抗侧力构件 Level of lateral force resisting members塑性铰 Plastic hinge延性结构 Ductility structur在经受地震的时候，连续结构往往表现良好When subjected to the earthquake, continuous structures tend to perform well结构抵抗地震

14、的能力很大程度上取决于他吸收能量的能力The structures ability to withstand an earthquake depends largely on his ability to absorb energy预制混凝土结构，由于其节点缺乏连续性，不适用于地震区Precast concrete structure, due to the lack of continuity of its nodes, and does not apply to the earthquake zone作为其特色，抗震结构往往拥有楼板或者屋面作为刚性隔板，以将内心传递到水平抗侧力构 件上 S

15、eismic structure often has as its characteristics, the floor or roof as a rigid diaphragm, to pass the heart to the level of the lateral force resisting members on第七章冲击荷载Impact load软钢，低碳钢 Mild steel, low carbon steel冷拉 Cold Drawn粘土砖 Clay brick收缩Shrink钢结构的设计主要基于钢材的强度，但是钢材的延性，韧性及及可焊性也是重要的特性。The steel

16、structure design is mainly based on the strength of steel, but the steel ductility, toughness and weldability is also an important characteristic.钢材的可焊性非常重要。因为与栓链接和铆接结构相比，焊接结构节省重量并且易于装配The weldability of the steel is very important.As compared with the the bolt link and riveting structure welded str

17、ucture to save weight and easy to assemble普通混凝土的抗拉强度比较低，在结构应用中常规的作法或者是在混凝土放入钢筋一起抵抗 拉力(钢筋混凝土)，或者是用混凝土中的压力来抵消拉力(预应力混凝土或者后应力混凝 土)。Relatively low tensile strength of ordinary concrete in structural applications in routine practice or placed in the concrete reinforced with resistance Rally (reinforced co

18、ncrete) or concrete pressure to counteract the stress after Rally (prestressed concrete or concrete). 建造过程中最大的不同是一般不需要等量的临时模板和支撑，而是在混凝土结构中需要这两 者 The biggest difference in the construction process generally does not require the same amount of temporary formwork and support, but both need concrete str

19、uctures砂浆的收缩与热膨胀裂缝是砌体结构的两个主要问题。Shrinkage and thermal expansion of the mortar cracks in masonry structure of the two main issues第八章.力矩 Torque均匀荷载Uniform load等价体系 Equivalent system连系梁Link beam二次超静定 Secondary statically indeterminate放松结构 Relaxed structure滚轴支座 Roller bearing这些位移可能是由于外加荷载，基础沉降或者温度变化引起的Th

20、ese displacements may be caused due to the applied load, foundation settlement or temperature changes因此，我们找到作用于最初的超静定结构上的力：他们是赘余力和作用在基本结构上的力的和。Therefore, we find the effect to the original statically indeterminate structure force: they are summation of proud force and effect in the basic structure o

21、f the force 。最终位移是基本结构上附加荷载和外加荷载的效应叠加产生的Final displacement on the basic structure of the superposition of the effect of the additional load imposed loads第九章弯矩曲率关系 Moment - curvature relationship应变计长度范围内测得的平均应变 The length of the strain gauge measured over the average strain应变硬化 Strain hardening极限压应 U

22、ltimate compressive strain抗弯承载力 Flexural capacity梁的有效高度 The effective height of the beam弯矩图 Bending moment diagram界限配筋率 Reinforcement Ratio在最大弯矩等于塑性弯矩时，其曲率变得非常大，并且出现塑性流动Its curvature becomes very large, and the plastic flow in the maximum bending moment is equal to the plastic moment塑性铰总是在弯矩最大的截面上出现

23、，其出现意味着构件将沿铰截面转动 Plastic hinge always appear on the largest cross-section of the bending moment, and its presence indicates that the member rotation along the hinge section塑性铰的形成将使构件成为破坏结构The formation of the plastic hinge will allow components become damaged structure铰中塑性区的长度可以较容易地 计算出来 Hinged plas

24、tic zone length can be easily calculated第十章中性轴 Neutral axis质心 Centroid名义上Nominally抵抗力矩 Resistance to torque最小配筋百分率 Minimum reinforcement percentage最大配筋百分率 The largest percentage of reinforcement在得到梁的表达形式之前，必须要根据两种受拉钢筋的配置数量对梁的类型进行分类。Form of expression of the beam before it must be based on the number

25、 of configurations of the two tension reinforcement beam type classification对于一个适筋梁，当达到极限荷载时，梁的钢筋将开始屈服，虽然受压混凝土仍然没达到极 限应力状态。When reached ultimate load for a suitable reinforcement beam, the beam reinforced will begin to yield, although the pressure on the concrete still did not reach the limit stress

26、 state.有时，由于建筑和功能的要求，所选梁的尺寸比仅仅考虑弯曲更大。Sometimes, due to the construction and function requirements, choose the size of the beam than just consider bending more.在应变达到某个值时，钢筋混凝土梁受拉边的混凝土出现开裂In the strain to a certain value, the reinforced concrete beam tension side of the concrete crack appeared当受拉边配筋多时

27、，受压边的破坏将以混凝土压烂为特征When the tension side reinforcement for long time, pressure side of the damage will be concrete pressure rotten features第二十章加州承载力 California bearing capacity液限 Liquid limit，筛分法Sieving固结沉降 Consolidation Settlement塑性指数 Plasticity index土的物理性质由土颗粒的性质，当前的空隙体积所占土体积的比例和土体内现有的水量来决 定 The phy

28、sical properties of soil by the nature of the soil particles, the void volume of this proportion of the soil volume attributable soil vivo existing water to determine瞬间沉降是组颗粒的特性，比如沙土和砂石，而固结沉降是那些由细小的单颗粒组成的土的 特征，如黏土和粉性土。Instant settlement group characteristics of the particles, such as sand and gravel

29、, and the consolidation settlement is small particles of soil characteristics, such as clay and silty soil.自然状态的黏土颗粒是薄片状的，结构内部连接紧密，但彼此之间的连接很弱The natural state of clay particles flakes, the structure of the internal connections are tight, but the connection between weak.塑限是粘性土的特性，其定义为土体从固体变化到塑状态的界限含水

30、量。通过塑限试验确定 试验确定 The plastic limit the cohesive soil characteristics, which is defined as the soil water content changes from a solid to a plastic state boundaries.To determine experimentally determined through the plastic limit test液限总是大于塑限，两者的差值反映土体的强度随含水量的变化Liquid limit is alwaysgreater than the p

31、lastic limit, the difference between the two reflects the strength of the soil with water content changes。第二十一章地质历史 Geological history沉井 Open caisson扩展基础 Spread Foundation筏板基础 Raft foundation地基加固 Foundation reinforcement必须在某种意义上将上部结构的荷载扩散到地基土体中，这样才会使土体中的应力不超过土 体的极限强度 Must sense the load of the upper

32、 structure of the diffusion into the foundation soil, this will make the stress in the soil not exceed the soil the ultimate strength of所有建造在地球上的工程结构物，都必须支撑在一种基础的结构构件上。All construction engineering structures on the earth, must be supported on a base of the structural member.制定野外勘察计划并根据最初阶段发现的情况提出必须补

33、充的现场试验以及室内试验计划Formulation of field investigation and according to the initial stages of plan found situation must be added to the field test and laboratory testjplan Deep and spread foundation, which is different to the vertical direction instead of to the horizontal diffusion load.深基础与扩展基础相似，所不同的是向竖直方向而不是向水平方向扩散荷载。Deep foundation and extension basic similar, wh