本文通过对一高层框架结构进行地震作用下的有限元分析,对比框架结构的个别柱进行移除后的地震响应,发现在同样地震波的情况下,移除个别柱会延迟地震响应,增大结构的整体水平位移和扭转等一些规律,以供相关技术人员参考。 In this paper, by means of finite element analysis of a high-rise frame structure under seismic action, the seismic responses of the individual columns of the frame structure are compared. It is found that in the same seismic wave case, removing individual columns will delay the seismic response and increase the structure The overall horizontal displacement and torsion and some other laws for the reference of the relevant technical staff.