关于框架加少量剪力墙结构抗震设计的探讨

Discussion the seismic design of frame plus a small amount shear wall structures

通过对框架加少量剪力墙结构层间位移角的分析,指出层间位移角的控制应采用分级控制值,即层间位移角的控制值根据剪力墙所承担的地震倾覆力矩的比值来确定,为框架—剪力墙结构的抗震设计提供了参考。

Through analysis frame plus a small amount shear wall structures angle of floor displacement,the control of angle of floor displacement should adopt hierarchical control value,the shear wall bearing seismic overturning moment,which provides references for the seismic design of frame-shear wall structures.