T型短肢剪力墙平截面假定的分析

Analysis on Assumption of Plane Section of the Tshaped Short-piered Shear Wall

取不同肢厚比设计了4个不同的构件,以一定的轴压比,应用有限元程序ANSYS分析了T型截面柱在水平单调荷载作用下的平截面假定的适用性,提出进一步改善的措施。

This paper designs the four members based on different ratios of legs. According to the certain axial load ratios and with the finite element program ANSYS, T-shaped column＇s application of plane assumption section under horizontal monotonic loads is analysed and further improving measures are put forward.