等效侧向刚度比和转换层位置对梁式转换框支剪力墙抗震性能的影响  

Seismic Behavior Analysis of the Frame-supported Shear Wall with Beam-type by Equivalent Stiffness Ratio and Transfer Storey Location Changed

作　　者：黄慎江[1] 刘海龙[1] 

机构地区：[1]合肥工业大学土木与水利工程学院,安徽合肥230009

出　　处：《工程抗震与加固改造》2016年第1期15-20,共6页Earthquake Resistant Engineering and Retrofitting

摘　　要：以梁式框支剪力墙为研究对象,以3种转换层下部与上部等效侧向刚度比(0.83,1.13,1.44)和3种转换层位置(3,5,7)的变化为影响因素,采用MIDAS有限元软件对梁式框支剪力墙结构在水平地震作用下的抗震性能进行分析,并得到一些结论,可为类似工程提供一定参考。The frame-supported shear wall with beam-type is studied in this paper. With three kinds of equivalent stiffness ratios of transfer storey＇s lower and upper（ 0. 83,1. 13,1. 44） and three kinds of transfer storey locations（ 3,5,7） changed as inflecting factors,the seismic behavior of the frame-supported shear wall are analyzed by horizontal seismic action with MIDAS,and some conclusions are obtained. It provides certain reference for similar projects.

关 键 词：等效侧向刚度比 转换层 框支剪力墙 抗震性能 

分 类 号：TU973.31[建筑科学—结构工程]