型钢混凝土短肢剪力墙承载力分析

On analysis of bearing capacity of short-leg shearing walls of steel reinforced concrete

以截面高厚比为参数,利用有限元软件ANSYS对型钢混凝土短肢剪力墙试件进行了非线性有限元模拟分析,试验表明,截面高厚比是影响型钢混凝土短肢剪力墙受力性能的一个重要参数,随着截面高厚比的增大,型钢混凝土短肢剪力墙的承载力和刚度同时增大,而且增大的幅度比较大。

Taking the depth-thickness ratio of the section as the parameter,the paper adopts finite elementary software ANSYS,to undertake the non-liner finite elementary simulation analysis of the trial part of the short-leg shearing walls of steel reinforced concrete,experiment proves the depth-thickness ratio of the section is the important parameter which influence the stressed performance of the depth-thickness ratio of the section,and indicates the bearing capacity and the stiffness of the short-leg shearing walls of steel reinforced concrete are increased along with the increasing depth-thickness ratio of the section,so as the amplitude.