底部剪力的英文

• base shear
• bottom shear

• "底部"英文翻译    bottom; bottom side; foot; r ...
• "剪力"英文翻译    shearing
• "底部剪力法" 英文翻译 :    equivalent base shear method
• "底部剪力法（拟静力法）" 英文翻译 :    equivalent base shear 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
• "局部剪切破坏" 英文翻译 :    local shear failure; punching shear failure
• "波剪力" 英文翻译 :    wave shearing force
• "层剪力" 英文翻译 :    story shear
• "冲剪力" 英文翻译 :    punching shear
• "纯剪力" 英文翻译 :    pure shear; simple shear
• "端剪力" 英文翻译 :    end shear
• "风剪力" 英文翻译 :    wind shear
• "负剪力" 英文翻译 :    negative shear
• "横剪力" 英文翻译 :    lateral shear; transverse shear
• "剪力(地)" 英文翻译 :    block shear sample
• "剪力板" 英文翻译 :    shear plate
• "剪力波" 英文翻译 :    shear wave
• "剪力差" 英文翻译 :    shear difference

• The interfacial shear stress is a constant proportion of the bottom shear .
  交界面的剪力与底部剪力之比是常数。
• 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。
• Shear wall will bear mostly part of horizontal force . in this case , it can satisfy the limitation of displacement , and can be insure that the bottom shear force , natural vibration period of structure and the displacement curve can be novel . furthermore , it can supply good base for proceeding design
  在合理的布置下，剪力墙承担大部分水平力，使结构满足侧移限值，并使结构的底部剪力，自振周期及侧移曲线不发生异常，并为以后的工作打下良好的基础。
• Secondly , the push - over analysis is for the three - dimensional solid element model and the plane beam element model . the total shearing force - lateral displacement curve can be obtained from it . and then the total shearing force - lateral displacement curve is converted to pseudo acceleration - period curve and some comparisons are made between the pseudo acceleration - period curve and design response spectrum
  然后，建立了有限元三维实体单元模型及平面杆单元模型，对其进行了push - over分析，并将所得的底部剪力一顶点位移曲线转化为拟加速度一周期曲线，与规范反应谱进行对比，以此评定该体系的抗震能力。
• 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。

• 底部剪力的日语：ベースシアー