双塔楼结构减震效果研究

Study on seismic reduction effect of twin-tower structure

通过有限元分析软件ANSYS建立了用阻尼器连接双塔楼的简化分析模型,利用时程分析分别对两个单塔楼和用阻尼器连接的双塔楼进行分析,比较了各单塔楼结构的减震效果。通过工程算例对双塔连体结构的各层加速度进行对比分析。

The simplified analysis model for the twin-tower building connected by dampers was established using the finite element analysis software ANSYS, the time history method was used to respectively analyze the two single-tower buildings and the twin-tower building connected by dampers, and the damping ef- fect of each single tower building structure was compared. Through an engineering calculation example, the acceleration of each floor of the two-tower building structure was compared and analyzed.