Ⅰ 土木工程專業英語翻譯求助
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..........竟然與他人重復，不讓回答......
Ⅱ 請教土木工程專業英語的翻譯
視距
為車輛安全運行，公路的設計必須讓司機有足夠的距離，清晰的未來遠景，使他們能避免意想不到的障礙和可以通過較慢的車輛沒有危險。視線距離的長短，公路有形提前給司機的車輛。的概念，安全視距有兩個層面： 「停車」 （或「 禁止通行 」 ）和「過關」 。
在時代的大型物體可能下降到一個巷道，並會做嚴重損害汽車罷工。再次汽車或卡車可能被迫停止在該車道，在道路下面的車輛。再次舉例來說，妥善的設計要求，這種危險變成可見的距離足夠大的司機，可以停止之前，打他們。此外，這是不安全的不安全假設一迎面駛來的車輛可避免麻煩，離開是在旅行的結果，在失去控制或碰撞與另一輛車。
停車視距是成立的兩個要素。首先是距離後，阻塞生效的看法，但前司機適用於他的剎車。在此期間，知覺和反應，汽車旅遊在其初始速度。第二個是消費的距離，而司機剎車的車輛停止。第一，這兩個距離是依賴於速度的車輛和看法，時間和制動反應時間的經營者。第二次的距離依賴於速度的車輛;條件的制動器，輪胎，和巷道表面;路線和等級公路。
對雙車道公路，有機會通過緩慢移動的車輛必須在規定的時間間隔。否則的能力降低，意外增加的風險，急不可待的司機頭部碰撞就通過時，這是不安全的這樣做。最小距離，未來必須明確允許安全通過，是所謂通過視距。
在決定是否或不通過的另一輛車，司機必須權衡清楚的距離，向他提供對距離須進行事件的順序彌補通過演習。其中的因素會影響他的決定是謹慎的程度，他演習和加速的能力，他的汽車，因為人類明顯不同，通過做法，這取決於司機。建立設計值，通過視線的距離，觀察通過的做法，很多司機。基本的意見，其中通過視距標準是根據發了言期間， 1938年至1941年。假設操作條件如下：
Ⅲ 土木工程專業英語(蘇小卒)課文翻譯2單元 求翻譯
fuck,i,do not know.
Ⅳ 土木工程專業英語翻譯 pdf 翻譯成中文 word文字文檔。急需。回答的好可以追加分數 謝謝
先用 adobe acrobat 將本文識別成科編輯文字。然後有翻譯軟體范翻譯就成
Ⅳ 土木工程專業英語復習重點
civil engineering 土木工程 structural engineering 結構工程 water resources engineering 水源工程 environmental engineering 環境工程 transportation engineering 運輸工程 construction engineering 建築工程 community and urban planning社區與市政規劃 survey 測量，勘測 engineering management 工程管理 drainage system 排污系統 utility 公共設施 groundwater 地下水
material property(behavior) 材料性能 potential 潛能，電位 pressure 壓力 stability 穩定性 earthquake 地震
wastewater treatment plant 廢水處理廠 air scrubber 空氣凈化器 installation 安裝 strength 強度 rate of flow 流率 frame work 框架，構架 natural resource 自然資源 discipline 學科，分枝 predominate居支配地位，（數量上）占優勢 geotechnical 岩土工程的
specification 詳述，說明書，清單 supervise 監督，管理 subcontractor 轉包合同 asphalt 瀝青 aluminum 鋁
runoff 雨量，流量 lock 水閘，閘門 fill 裝填物，填土 scrubber 洗滌器 incineration 焚化 toxic 有毒的
combustible 易燃的 ramp 斜坡 excavate 挖掘
aerial 空氣的，航空的
sonic 聲音的，音速的，利用音波的 plotting 測繪，標圖
municipal 市政的，地方的 commission 委員會 Lesson2 budget 預算 raw material 原材料 compression 壓縮 compressive strength 抗壓強度 tension 拉伸 tensile strength 抗拉強度 support 支撐 vertical 垂直的 horizontal 水平的 column 柱子 beam 梁
frame construction 框架結構 cantilever 懸臂梁 golden section 黃金分割點
mathematical formulas 數學公式 stress 應力 strain 應變 character 特性，性能 geography 地理 shelter遮蔽處
encompass 包括，圍繞 identical 完全相同的 illumination 照明 parlance 說法，用法 edifice 大建築物，大廈 dominant 支配的，占優勢 nave早期教堂中殿，中央廣場 aisle走廊
transept教堂的交叉通道 apse教堂的後殿 balustrade欄桿 intermediate中間的 clue線索
colonnade柱廊，柱列 aspiration抱負，渴望 incarnation化身，體現 blank wall擋牆 cave dweller穴居人
Gothic cathedral哥特式大教堂
Ⅵ 求 土木工程專業英語下冊（蘇小卒 ） 課文翻譯
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 《土木工程專業英語》翻譯
專業英語的教與學 unit2 ??text??civil engineers ??reading material ?(1)??being a civil engineer ?(2)??need of civil engineers for
Ⅷ 土木工程專業英語翻譯，跪求高手！不勝感激！
在所有建設工程中的首要問題是確定設計的模型，讓社區盡可能的小，盡可能的一致，以使它們造價合理。為了聰明的解決小區建造問題，最好在腦子裡面有一個小區建造的主要目標的梗概，見表4.14
Ⅸ 求土木工程專業英語考試資料只考短語，單詞及句子的英漢互譯，開卷
arch 拱girder 主梁
thermal expansion coefficient 熱膨脹系數
dwelling 住宅
dweller 居民
architect 建築師
scale 比例尺
construction joints 伸縮縫
aggregate 骨料
stress 應力
strain 應變
wall for retaining earth 擋土牆
formwork 模板
prestress 預應
reinforced concrete 鋼筋混凝土
tension 拉力
compression 壓力
torsion 扭力
shear 剪力
ultimate strength 極限強度
plastic deformation 塑性形變
deflect 產生撓度，偏斜，偏轉
proportional limit 比例極限
yield point 屈服點
yield strength 屈服強度
transverse 橫向的
simply supported beam 簡支梁
continuous beam 連續梁
cantilever beam 懸臂梁
uniformly distributed load均布荷載
concentrated load 集中荷載
resist shear 抵抗剪力
resist moment 抵抗彎矩
reinforcing steel 鋼筋
multistory building 多層建築
hot-rolled reinforce bar 熱軋鋼筋
insulation 絕緣，絕緣體
concentrated force 集中力
distributed force 分布力
single load集中荷載
exceptional load 偶然荷載
overload 超重，超載
critical point 臨界點
ctile 可延展的，延性的
slab 平板，板梁
rigid joint 剛節點
pin point 鉸接
filler wall 填充牆
shear wall 剪力牆
preliminary design 初步設計
coarse aggregate 粗骨料
gravel 卵石
admixture 混合物
hydration 水化作用
collapse 破壞，倒塌
axial 軸向的
slippage 滑動
cross section 橫截面
tied column 普通箍筋柱spiral column 螺旋箍筋柱alignment 對准，校直，對中
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