地震作用下的剪力墙结构分析(英文)

Structure of Installing Shear Walls under Earthquake Action

对地震条件下的建筑结构进行了非线性分析,研究了建筑一层结构的性能,建筑一层安装剪力墙可以增强结构一层的刚度,同时减少柱与柱连接的应力。研究结果表明,地震动力下结构的薄弱部位为柱的横截面。

Non-linear analysis of buildings gives more realistic behavior of structure under earthquake action.The performance of the structure is studied,the performance of the construction can be reached by installing shear walls on the first floor.It makes the first floor stiffer and allows reducing stress in joins of columns;The research shows that cross section of columns is weakest point of structure.