不同连接方式下装配式剪力墙抗震性能研究

Research on Seismic Performance of Assembled Shear Wall under Different Connection Methods

本文基于湿法和干法连接类型,对不同连接方式下的装配式剪力墙抗震性能进行试验,通过记录剪力墙破坏过程,结合荷载-位移曲线分析、耗能曲线分析、等效粘滞阻尼系数和刚度退化分析,对不同连接方式下的抗震性能进行分析、对比和总结,为推广应用湿法和干法节点连接形式、优化当前装配式建筑结构体系提供借鉴和参考。

Based on the types of wet connection and dry connection,this paper tests the seismic performance of fabricated shear wall under different connection modes.By recording the failure process of shear wall,combining with load displacement curve analysis,energy consumption curve analysis,equivalent viscous damping coefficient and stiffness degradation analysis,this paper analyzes,compares and summarizes the seismic performance of different connection modes,so as to promote the application of the connection form of wet method and dry method and optimize the current prefabricated building structure system.