双连梁双肢剪力墙结构抗震有限元分析  

Finite element analysis on dual binding beam coupled shear wall structure

作　　者：蒋华 朱飞强 孙登坤 

机构地区：[1]武昌首义学院,湖北武汉430064 [2]武汉市江夏区城乡建设局,湖北武汉430060 [3]武汉和创建筑工程设计有限公司,湖北武汉430071

出　　处：《山西建筑》2017年第10期65-66,共2页Shanxi Architecture

摘　　要：采用ANSYS有限元软件,建立了双连梁和深连梁双肢剪力墙试件模型,对比分析了两种剪力墙在单调力加载下的各项抗震性能指标,结果表明,双连梁双肢剪力墙的抗震性能较深连梁剪力墙更优。Applying ANSYS finite element software, the paper establishes dual binding beam and deep coupled shear wall testing model, com-paratively analyzes various seismic resisting performance of two kinds of shear wall under monotonic loading force. Results show that： comparing to the seismic resisting performance of deep continuous beam shear wall, the seismic resisting performance of dual binding beam coupled shear wall is more optimal.

关 键 词：双连梁 双肢剪力墙 抗震性能 ANSYS 

分 类 号：TU352[建筑科学—结构工程]