shear member meaning in Chinese

抗剪构件
受剪构件

Its test specimens are 8 r . c hollow shear wall compression members which have different ratio of length to effective depth of section , 3 bend - shear members and 4 different section shear walls
本文试验的对象为8个不同长细比的轴心受压构件、 3个弯剪构件和4个整体空心剪力墙板。
To enhance floor rigidity , not means to increase floor thickness . with all the building shape and location of anti - shear member known , shear error can not be limited within 8 % compared floor rigid assumption to elastic assumption
在建筑体形及抗侧力构件的布置均已确定的前提下，单纯靠增大楼板的厚度并不能把按刚弹性计算的剪力误差值控制在8以内。
Floor rigidity has relations not only to floor stiffness , but also to stiffness and location of anti - shear member . neither floor length to width ratio nor stiffness ratio of floor to shear wall should be the guild line of rigid floor
不能单纯地根据楼板的长宽比的范围来确定楼板是否为刚性楼板，也不能简单地根据楼板与剪力墙的刚度比来判断楼板是否为刚性楼板。