In this paper, the static and dynamic analysis of multi-story and multi-spanhinged frame are worked out by flexibility matrix method.
本文采用柔度矩阵法,对多层多跨铰接框架进行静力与动力分析,附有实例。
Based on the easy construction and seismic rehabilitation of building,reduction of seismic disaster,the hinge-connected steel frame with buckling restrained braces was proposed.
基于利于结构安装和抗震修复以及屈曲约束支撑的特点,采用梁柱铰接钢框架承受竖向荷载、屈曲约束支撑抵抗水平荷载的结构体系,并推导了这种结构体系的楼层弹性和弹塑性抗侧刚度。