某不等高双塔楼连体结构的地震响应分析

The seismic effect analysis of a in-equal altitude double tower connected structure

以某不等高双塔结构为例,通过建立不等高双塔结构的有限元模型,分析了结构的动力特性,并与时程分析法输入x,y向水平地震激励,得到了结构的顶层位移时程曲线和加速度时程曲线,以期为结构设计积累经验。

With a in-equal altitude double tower structure as example, by building in-equal double tower finite dement modal, the structural dynamic characteristics were analyzed, which was motivated with x and y direction horizontal earthquake of time history method, the top layer displacement curve and accelerated speed time history curve are got, so as to accumulate experiences for structure design.