对框支墙、部分框支墙和底层框架上有部分无孔墙的剪力墙亦给出了计算结果,对各种墙在三种常用水平荷载作用下的内力和位移给出了统一的计算公式。
The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well.
对框支墙、部分框支墙和底层框架上有部分无孔墙的剪力墙亦给出了计算结果,对各种墙在三种常用水平荷载作用下的内力和位移给出了统一的计算公式。
The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well.
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