Ⅰ 土木工程专业英语翻译求助
the
In the column frame structure stiffness calculation is the line. Beam line stiffness ratio change framework of internal force will change. In the building and strengthening the process, which affects the first column will occur or big or small change. That will make the local structural strengthening internal force influence the whole structure. Yet for this problem, no reference to the literature discuss. Most of the books involving reinforcement design calculation, no mention this rare books mentioned that this small effect, but can be ignored. This paper structure mechanics solver and PKPM respectively under the condition of static and dynamic changes e to local stiffness of frame the influence caused by the internal force calculation and analysis. According to the results of calculation and analysis, and the related conclusions.
The paper has six sections. The first part of the structure are mainly discussed the necessity of strengthening, reason, method, then it is a topic of current research at home and abroad. Finally the paper briefly stated the research objective, content and method. The second part and the third part is calculated and analyzed, including the preparation of the stiffness and line stiffness of the definition, this assumption and idealistic calculating model. The fourth part and the fifth part is the center of gravity, as static and dynamic conditions of frame beam-column stiffness changes of internal force calculation and analysis of the system. The sixth part is the ending part in front, the calculation and analysis, and then summarizes the conclusion, the paper deals with the topic is prospected.
Keywords: structure reinforcement, Beam line stiffness, Structural internal force, Change rule,
天啊..........竟然与他人重复，不让回答......
Ⅱ 请教土木工程专业英语的翻译
视距
为车辆安全运行，公路的设计必须让司机有足够的距离，清晰的未来远景，使他们能避免意想不到的障碍和可以通过较慢的车辆没有危险。视线距离的长短，公路有形提前给司机的车辆。的概念，安全视距有两个层面： “停车” （或“ 禁止通行 ” ）和“过关” 。
在时代的大型物体可能下降到一个巷道，并会做严重损害汽车罢工。再次汽车或卡车可能被迫停止在该车道，在道路下面的车辆。再次举例来说，妥善的设计要求，这种危险变成可见的距离足够大的司机，可以停止之前，打他们。此外，这是不安全的不安全假设一迎面驶来的车辆可避免麻烦，离开是在旅行的结果，在失去控制或碰撞与另一辆车。
停车视距是成立的两个要素。首先是距离后，阻塞生效的看法，但前司机适用于他的刹车。在此期间，知觉和反应，汽车旅游在其初始速度。第二个是消费的距离，而司机刹车的车辆停止。第一，这两个距离是依赖于速度的车辆和看法，时间和制动反应时间的经营者。第二次的距离依赖于速度的车辆;条件的制动器，轮胎，和巷道表面;路线和等级公路。
对双车道公路，有机会通过缓慢移动的车辆必须在规定的时间间隔。否则的能力降低，意外增加的风险，急不可待的司机头部碰撞就通过时，这是不安全的这样做。最小距离，未来必须明确允许安全通过，是所谓通过视距。
在决定是否或不通过的另一辆车，司机必须权衡清楚的距离，向他提供对距离须进行事件的顺序弥补通过演习。其中的因素会影响他的决定是谨慎的程度，他演习和加速的能力，他的汽车，因为人类明显不同，通过做法，这取决于司机。建立设计值，通过视线的距离，观察通过的做法，很多司机。基本的意见，其中通过视距标准是根据发了言期间， 1938年至1941年。假设操作条件如下：
Ⅲ 土木工程专业英语(苏小卒)课文翻译2单元 求翻译
fuck,i,do not know.
Ⅳ 土木工程专业英语翻译 pdf 翻译成中文 word文字文档。急需。回答的好可以追加分数 谢谢
先用 adobe acrobat 将本文识别成科编辑文字。然后有翻译软件范翻译就成
Ⅳ 土木工程专业英语复习重点
civil engineering 土木工程 structural engineering 结构工程 water resources engineering 水源工程 environmental engineering 环境工程 transportation engineering 运输工程 construction engineering 建筑工程 community and urban planning社区与市政规划 survey 测量，勘测 engineering management 工程管理 drainage system 排污系统 utility 公共设施 groundwater 地下水
material property(behavior) 材料性能 potential 潜能，电位 pressure 压力 stability 稳定性 earthquake 地震
wastewater treatment plant 废水处理厂 air scrubber 空气净化器 installation 安装 strength 强度 rate of flow 流率 frame work 框架，构架 natural resource 自然资源 discipline 学科，分枝 predominate居支配地位，（数量上）占优势 geotechnical 岩土工程的
specification 详述，说明书，清单 supervise 监督，管理 subcontractor 转包合同 asphalt 沥青 aluminum 铝
runoff 雨量，流量 lock 水闸，闸门 fill 装填物，填土 scrubber 洗涤器 incineration 焚化 toxic 有毒的
combustible 易燃的 ramp 斜坡 excavate 挖掘
aerial 空气的，航空的
sonic 声音的，音速的，利用音波的 plotting 测绘，标图
municipal 市政的，地方的 commission 委员会 Lesson2 budget 预算 raw material 原材料 compression 压缩 compressive strength 抗压强度 tension 拉伸 tensile strength 抗拉强度 support 支撑 vertical 垂直的 horizontal 水平的 column 柱子 beam 梁
frame construction 框架结构 cantilever 悬臂梁 golden section 黄金分割点
mathematical formulas 数学公式 stress 应力 strain 应变 character 特性，性能 geography 地理 shelter遮蔽处
encompass 包括，围绕 identical 完全相同的 illumination 照明 parlance 说法，用法 edifice 大建筑物，大厦 dominant 支配的，占优势 nave早期教堂中殿，中央广场 aisle走廊
transept教堂的交叉通道 apse教堂的后殿 balustrade栏杆 intermediate中间的 clue线索
colonnade柱廊，柱列 aspiration抱负，渴望 incarnation化身，体现 blank wall挡墙 cave dweller穴居人
Gothic cathedral哥特式大教堂
Ⅵ 求 土木工程专业英语下册（苏小卒 ） 课文翻译
WOOD BRIDGE FAILURE ANALYSIS
by
Charles C. Roberts, Jr.
There are many private bridges owned by insured's throughout the country. The maintenance of these bridges is typically the responsibility of the insured. From time to time, a vehicle traveling over the bridge will cause a collapse of the bridge, damage to the vehicle and possible personal injury. The owner of the bridge, the insured, is often accused of negligent maintenance of the structure. This may or may not be true. Factors regarding the loss that tend to implicate the insured are:
1. Deterioration of the wood bridge structure
2. Improper design of the bridge structure
3. Improper construction
Deterioration of the wood structure can be easily observed from failed wood members (see Claims, March 1991, Wood Failure Analysis). Dry rot, insect attack, and other decay related failure modes signal the weakening of the structure. Improper design can be assessed by looking at plans and determining the load capacity of the structure by calculation. Improper material selection such as not specifying treated wood at specific locations may be a design deficiency. Finally, improper construction, such as failure to install members or bolts can sufficiently weaken a structure.
The mere failure of a bridge, where the claimant gets "mped in the creek" is not usually persuasive in assigning liability to the insured. Some examples of factors implicating claimants are:
1. Operating an overloaded vehicle
2. Impacting the structure causing failure
3. Traveling at a speed such that dynamic forces overload the structure
FIGURE 1
FIGURE 2
Overloading a construction vehicle to save trips to the rock quarry is not unheard of. Vehicular impact with a bridge structural member can cause failure. Dynamic forces, those caused by bouncing or swaying, can superimpose additional loads on the bridge, causing a failure. Figure 1 is a view of a large truck that attempted to back over a private bridge to mp a load of gravel. Immediately, when the rear al axles of the truck were supported by the bridge, a collapse occurred, trapping the truck on the bridge. The truck was recovered and the bridge analyzed. Figure 2 shows a wood beam that had failed in a rotted area. The loss scenario is a classic failure to maintain.
FIGURE 3
FIGURE 4
Figures 3 and 4 are views of a private suspension footbridge over a small creek. The insured was in the habit of letting snowmobilers drive their sleds over the bridge between farm fields. While crossing the bridge, a sled and driver fell through the bridge into the creek. Failure analysis of the wood stringers showed a degree of rot, recing the load carrying capacity. However, the bouncing of the snowmobile as it crossed the wood stringers added dynamic loading to the system resulting in the loss. Here a combination of wood rot and dynamic loading explains the failure.
When analyzing bridge failures, structural analysis of the bridge aids in the determination of load capacity. Computing or measuring the vehicle load determines the safety margin of the system, i.e., the difference between the bridge load capacity and the load carried. Finally, investigating deterioration, construction and design peculiarities further refines the cause of failure.
Ⅶ 《土木工程专业英语》翻译
专业英语的教与学 unit2 ??text??civil engineers ??reading material ?(1)??being a civil engineer ?(2)??need of civil engineers for
Ⅷ 土木工程专业英语翻译，跪求高手！不胜感激！
在所有建设工程中的首要问题是确定设计的模型，让社区尽可能的小，尽可能的一致，以使它们造价合理。为了聪明的解决小区建造问题，最好在脑子里面有一个小区建造的主要目标的梗概，见表4.14
Ⅸ 求土木工程专业英语考试资料只考短语，单词及句子的英汉互译，开卷
arch 拱girder 主梁
thermal expansion coefficient 热膨胀系数
dwelling 住宅
dweller 居民
architect 建筑师
scale 比例尺
construction joints 伸缩缝
aggregate 骨料
stress 应力
strain 应变
wall for retaining earth 挡土墙
formwork 模板
prestress 预应
reinforced concrete 钢筋混凝土
tension 拉力
compression 压力
torsion 扭力
shear 剪力
ultimate strength 极限强度
plastic deformation 塑性形变
deflect 产生挠度，偏斜，偏转
proportional limit 比例极限
yield point 屈服点
yield strength 屈服强度
transverse 横向的
simply supported beam 简支梁
continuous beam 连续梁
cantilever beam 悬臂梁
uniformly distributed load均布荷载
concentrated load 集中荷载
resist shear 抵抗剪力
resist moment 抵抗弯矩
reinforcing steel 钢筋
multistory building 多层建筑
hot-rolled reinforce bar 热轧钢筋
insulation 绝缘，绝缘体
concentrated force 集中力
distributed force 分布力
single load集中荷载
exceptional load 偶然荷载
overload 超重，超载
critical point 临界点
ctile 可延展的，延性的
slab 平板，板梁
rigid joint 刚节点
pin point 铰接
filler wall 填充墙
shear wall 剪力墙
preliminary design 初步设计
coarse aggregate 粗骨料
gravel 卵石
admixture 混合物
hydration 水化作用
collapse 破坏，倒塌
axial 轴向的
slippage 滑动
cross section 横截面
tied column 普通箍筋柱spiral column 螺旋箍筋柱alignment 对准，校直，对中
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