end bracing 中文意思是什麼
end bracing
解釋
端部橫撐-
Boosts by ) bruised increasing foreign competition, and ( betted ) battered by losses totaling more than 10 billion dollars last year, the world ' s largest automaker is ( breasing ) bracing its workers for a new round of job cuts. gm said fewer than 530 ( salary ) salaried workers at 30 u. s. locations ( that ) are immediately affected, but ( ) paul ballew, gm ' s chief of global marketing, said the layoffs could run into ( ) the thousands before the end of the year
隨著國外競爭的加劇和去年總損失超過100億美圓的打擊，世界最大汽車製造商正在以新一輪的裁員支撐它的雇員.通用汽車有關人士說，在美國30個點的領薪水的少於530工人立即受到影響，但是通用汽車的全球營銷部主管說，在今年年底以前，裁員數將達到數千 -
Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel, an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet. the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet. as indicated by the results, the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer, elastic modulus, thickness of steel sheet, and length of steel sheet. the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage. the present results will offer important reference for our country to further perfect bracing design by bonding steel method
在彈性理論的基礎上，利用鋼板錨固剪應力計算公式，對在集中荷載或均布荷載作用下採用粘鋼加固的混凝土梁，分析鋼板錨固最大剪應力的有關影響因數.結果表明，最大錨固剪應力不但和混凝土梁的截面高度、跨度等參數有關，還和粘膠層厚度、彈性模量、鋼板厚度及鋼板長度有關.採用文中方法可以對鋼板端部最大錨固剪應力進行驗算，防止混凝土梁出現局部受拉破壞.研究結果為進一步完善我國粘鋼法加固設計提供重要的參考資料 -
Pure, bracing ventilation they must have up there at all times, indeed ; one may guess the power of the north wind blowing over the edge, by the excessive slant of a few stunted firs at the end of the house ; and by a range of gaunt thorns all stretching their limbs one way, as if craving alms of the sun
的確，他們這兒一定是隨時都流通著振奮精神的純潔空氣。從房屋那頭有幾棵矮小的樅樹過度傾斜，還有那一排瘦削的荊棘都向著一個方向伸展枝條，彷彿在向太陽乞討溫暖，就可以猜想到北風吹過的威力了。 -
Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been
本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。 -
China co truction bank ( ccb ) is bracing to get itself listed on the stock market by the end of 2005, said guo shuqing, head of the ccb board of directors
中國建設銀行（ ccb ）正在為2005年底上市做準備，中國建設銀行董事長郭樹清說。 -
China construction bank ( ccb ) is bracing to get itself listed on the stock market by the end of 2005, said guo shuqing, head of the ccb board of directors
中國建設銀行（ ccb ）正在為2005年底上市做準備，中國建設銀行董事長郭樹清說。
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