The bottom shear method is unsuitable for the aseismic calculation of a multi-storey masonry building whereas the mode superposition response spectrum method is more intricate.
英
美
- 对多层砌体房屋顶层空旷少墙时进行抗震计算,底部剪力法是不适用的,振型分解反应谱法又比较复杂。