框支短肢剪力墙结构抗震试验有限元分析

通过对2个钢筋混凝土框支短肢剪力墙梁式转换结构的低周反复试验，获得了该类转换结构的基本性能。在试验的基础上，通过ANSYS进行非线性有限元分析，并将分析结果和试验结果进行对比。结果表明，在可分析的荷载增长范围内，分析结果与试验结果吻合良好。然后，以此种计算模型和采用的计算参数为基础，进行进一步的分析，主要讨论上部竖向荷载的大小对结构机制的影响，短肢剪力墙肢厚比的大小对结构受力性能的影响。

Experimental rescarch on the seismic behaviors and finite element analysis of frame-supported short-leg shear wall structure

Aeeording to experimental achievements of two specimens of reinforced concrete structure with transfer story under cyclic loading, basic behaviors of the structure are achieved. On the basis of existing experimental results, a comparison is made between the results of nonlinear finite element analysis and the results of experiment, and a good agreement is obtained. And then, further analysis based on these models and parameters are conducted,in which some questions are discussed,including the mechanical behavior of the structure at different vertical loads and different length of short-leg wall.