并联复合隔震结构的简化计算分析

Simplified Calculational Analysis of Parallel Composite Isolation Structures

应用静力弹塑性方法进行并联复合隔震结构的简化计算分析,分析结果表明,并联复合隔震结构与传统的抗震结构相比,隔震效果更好.采用这种方法,可以简化计算过程并给出设计依据,有利于复合隔震结构的工程应用.

With the theory of push-over, simplified calculational analysis of parallel composite isolation structures is carried out , and the results show that they have better isolation effects as compared with traditional anti-seismic structures. With the analytical method adopted, the calculational procedure can be simplified and the design criterion obtained, which is beneficial to the application of parallel composite isolation structures in engineering.