底部剪力法的英文
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"底部剪力法"怎么读用"底部剪力法"造句
英文翻译手机版
- equivalent base shear method
- "底部"英文翻译 bottom; bottom side; foot; r ...
- "剪力"英文翻译 shearing
- "法"英文翻译 law
- "底部剪力法(拟静力法)" 英文翻译 : equivalent base shear method
- "底部剪力" 英文翻译 : base shear; bottom shear
- "旋转剪力法" 英文翻译 : gyratory shear method
- "直接剪力法" 英文翻译 : direct shear method
- "力法" 英文翻译 : force method
- "剪力" 英文翻译 : shearing (force)◇剪力构造 shear structure
- "腹部剪" 英文翻译 : abdominal scissors
- "局部剪" 英文翻译 : local shear failure
- "底部" 英文翻译 : bottom; bottom side; foot (pl. feet); root; [拉丁语] [解剖学] fundus 这只烧杯的底部有些沉淀物。 there is some deposit in the bottom of the flask
- "局部剪坏" 英文翻译 : local shear failure
- "面部剪毛" 英文翻译 : wiggings
- "外部剪发" 英文翻译 : over-cut
- "剪力剪力" 英文翻译 : shearing force
- "测力法" 英文翻译 : dynamometric dynamometry; ergography
- "磁力法" 英文翻译 : magnetic method
- "电力法" 英文翻译 : electricity act
- "动力法" 英文翻译 : dynamic method; kinetic ramming
- "分力法" 英文翻译 : diagram of component forces
- "浮力法" 英文翻译 : buoyancy method
- "静力法" 英文翻译 : static method
- "压力法" 英文翻译 : pressure application; pressure method
- "应力法" 英文翻译 : stre method; stress method
例句与用法
- The result of the new method has higher precision than that of the former . this method can be applied to the framed structures whose rigidities do not distribute equally along their heights
这种新的简化方法不仅精度比规范中的底部剪力法高,而且也适用于计算刚度沿高度分布不均匀的框架结构。 - According to the code for aseismatic design of building structure ( gbj11 - 89 ) , the seismic base - shear method has always been used to calculate the seismic response of building structures . in those structures , their weights and rigidities equally distribute along their heights which do not exceed 40m , and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )
我国《建筑抗震设计规范》 ( gbj11 ? 89 )中规定,对于重量和刚度沿高度分布比较均匀、高度不超过40m ,并以剪切变形为主(房屋高宽比小于4时)的结构,可采用近似计算法,即底部剪力法来计算其地震响应。 - Second , on the base of large scale integer building model tests , anti - seismic property of structure of multi - rib panel is analyzed , and is contrasted with the property of the masonry structure . the research reveals that buildings in structure of multi - rib panel make shear deformation mainly , whose failure process is similar to the single composite panel and the tests result shows that , contracted to masonry structure , carrying capacity of buildings in this structure is 1 . 5 times and deformation capacity is about 3 times . in addition , thanks to the lower self - weight , the seismic response of the buildings is far lower than masonry structure
研究表明:多层密肋壁板结构房屋以剪切变形为主,破坏过程与单块墙板相似;复合墙板与后浇隐型框架连接成整体结构,协同工作;传统的底部剪力法适用于本结构体系的抗震计算;试验结果还表明,该结构房屋最大承载能力是砖混结构的1 . 5倍,变形能力是砖混结构的3倍左右,而房屋自重比砌体结构减少1 4以上,地震反应远低于砌体结构。
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