摘要
利用ABAQUS有限元软件,基于试验研究,对钢筋混凝土双肢剪力墙进行了单向的非线性分析,有限元分析结果和试验结果符合较好。总结出轴压比和混凝土强度对钢筋焊接网剪力墙抗震性能的影响,为实际钢筋焊接网剪力墙设计提供了有意义的依据。
Nonlinear finite element analysis of RC coupled shear wall under unilateral load is carried out by ABAQUS program based on the experimental studies,the computing results agree well with the measured ones.The influences of axial compressive ratio and concrete grade on the seismic behavior of RC coupled shear wall are summarized,which provide valuable basis for design of shear wall with welded steel fabic.
出处
《四川建筑科学研究》
北大核心
2010年第4期190-192,共3页
Sichuan Building Science
关键词
剪力墙
抗震性能
非线性有限元
shear wall
seismic behavior
nonlinear finite element
