钢管混凝土排柱剪力墙的框—筒结构抗震性能分析

An Analysis of Seismic Resistance Behavior of Concrete-filled Steel Tube Shear Wall with a Set of Columns

以某高层框架—筒体结构为例,采用ANSYS有限元软件对设置钢管混凝土排柱剪力墙的结构进行了整体分析,软件在分析钢管混凝土排柱剪力墙具有精度更高的优点.说明剪力墙采用钢管混凝土排柱的框架-筒体结构,抗侧移刚度和延性都有显著提高,同时减小了结构的侧向位移.

Taking the frame-core wall structure as an example,with the help of ANSYS software,an overall analysis was made for concrete-filled steel tube shear wall with a set of columns.The ANSYS software has a higher precision.In so doing the shear wall with CFST has improved its lateral stiffness and ductility,and also reduced its lateral displacement.