层剪力的英文

• story shear

• "层"英文翻译    I storey; tier; stratum
• "剪力"英文翻译    shearing
• "楼层剪力" 英文翻译 :    storm shear
• "剪力" 英文翻译 :    shearing (force)◇剪力构造 shear structure
• "层剪切系数" 英文翻译 :    story shear coefficient
• "剪力剪力" 英文翻译 :    shearing force
• "图层剪贴路径" 英文翻译 :    layer cli ing path; layer clipping path
• "波剪力" 英文翻译 :    wave shearing force
• "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
• "剪力钉" 英文翻译 :    shear concrete stud; shear nails; welding studs
• "剪力盒" 英文翻译 :    shear box
• "剪力环" 英文翻译 :    shearing rings; stressed collar
• "剪力键" 英文翻译 :    shear key
• "剪力铰" 英文翻译 :    shear hinge
• "剪力矩" 英文翻译 :    shearing moment
• "剪力梁" 英文翻译 :    shear beam

• While located at a higher level , shear between transfer stories is bigger because of higher modes of the structure
  当转换层位置相对于结构较高时，高振型对其影响愈显著，层剪力愈大。
• This thesis will present a new simple method to calculate the seismic response of the framed structures . this method calculates the effect of the first and second modal vibration . the first modal shear force of every floor distributes according to the shape which is close to the first modal shape
  本论文提出了一种新的计算框架结构地震作用效应的简化方法，考虑前两个振型的作用，对于第一振型的各层剪力，按照近似于基本振型的形状分布，第二振型各层剪力引用廖河山提出的方法计算，然后用将两个振型的剪力“平方和开平方”的方法，计算得到各层剪力(总效应) 。
• The results of dztsd are able to show crack , yield and plastic hinge of wall and coupling beam . this program is abel to draw displacement curve , speed curve and acceleration curve of the building which undeugo earthquake . finally , an example is calculated using dztsd by inputing four kind of earthquake waves , including elastic analysis under conventional seism and plastic analysis under rare seism , which results show that short - leg shear wall is possessed of relatively good earthquake resistance performance
  采用matlab语言研制了高层建筑短肢剪力墙结构弹塑性地震反应分析程序dztsd ，该程序的计算结果可以反映短肢剪力墙结构中各根连梁以及墙肢在地震作用过程中的开裂、屈服以及塑性铰产生，同时能显示发生的时间，该程序还可以绘制出各层位移曲线、速度曲线和加速度曲线，并能够求出最大层间位移及最大层剪力。
• The dissertation mainly has a research on beam shape of concrete transfer floor . the load form of transfer floor is complicated and the stress - strain changes greatly , so the structure design could be divided into the calculations of rectangular sections in bending , incline plane in shearing , and shear wall structure . because transfer floor is an important part in high - rise building , it needs special requests of design and structure
  本文以目前广泛使用的梁式钢筋混凝土转换层为研究对象，针对梁式转换层受力复杂，应力应变变化大，重点研究了深梁截面设计法的正截面受弯、斜截面受剪及转换层剪力墙结构的计算，并对转换层结构构造设计进行了分析。
• The number of modes should be selected according to the participant coefficient of mode when calculating the internal force by the response spectrum method ; ( 4 ) the roof plate of large base which connect the towers together should be thick enough but not exceeding the proper scope that the towers and the large base can vibrate together , ( 5 ) in structures with large base and muti - towers , with increasing of the capacity of the large base , the inter - story shear force will increase while the inter - story displacement will decrease as to fulfill the ductility request to avoid the large base becoming weak story , but meanwhile , the upper story will turn into weak story , thus the coefficient r s should be within 2 . 0 ~ 3 . 0
  采用振型分解反应谱法计算结构内力时应根据振型参与系数选择振型避免漏选；大底盘多塔楼结构连接各塔楼的裙房屋面刚度应做得大些，以保证底部裙房与上部塔楼共同振动，但也不能过刚；大底盘多塔楼结构底盘承载力的加强将使底盘层剪力增大、层间变形减小，但易于满足延性要求，在一定程度上可避免底盘成为薄弱层。但底部加强会导致薄弱层的上移，因此采取提高底盘承载力的措施的效果是有限度的，承载力系数s宜取为2 . 0 3 . 0之间。