悬摆隔震结构动力分析方法初探

Dynamic analysis of pendulum seismic isolation structures

本文对悬摆隔震结构力学模型作等效处理，探索利用常规计算程序对其进行动力分析的有效方法，同时验证了悬摆隔震指施对于减弱结构地震反应的效果是明显的。

On the basis of the equivalent process in pendulum seismic isolation structure, this paper presents an effective method of dynamic analyzing by using general program. And this paper indicates that it is capable of reducing the seismic response of the structure obviously.