摘要
通过两个短肢剪力墙试件的低周反复试验,研究了短肢剪力墙的破坏模式、抗震性能及计算方法,并用ANSYS程序进行了非线性有限元分析。
In this paper, the destroy pattern, anti-seismic capability and compute method are studied through the horizontal cyclic loading tests of two shallow - section shear wall. Shallow - section shear wall nonlinear behavior and mechanism are analyzed by using ANSYS nonlinear program.
出处
《工程建设与设计》
2005年第11期20-22,共3页
Construction & Design for Engineering
关键词
短肢剪力墙
低周反复试验
抗震性能
shallow - section.shear wall
horizontal cyclicloading test
anti-seismic capability
