电力勘测设计Issue(4)：27-29,3.
RC框架结构地震倒塌性能分析
Study on Seismic Collapse Performance of the RC Frame Structure
杨丰 1王胜利 1董淑卿 1杨西娜1
作者信息
- 1. 陕西省电力设计院，陕西西安 710054
- 折叠
摘要
Abstract
This articl eproposed a two-way control rule of seismic collapsed considered the moststory drift angle and seismic damage index,selects the existing ground motion records, the influences of main factors such as storey height, structure aspect ratio, column axial compression ratio and floor constraint on theseismic of RC frame structures are revealed based on the incremental dynamic analysis method,and then the seismic collapse resistant capacity of RC frame structures is evaluated quantitatively.Rsearch results will provide theoretical support and engineering signiifcance for evaluating the seismic collapse resistance of RC frame structure system subjected to seismic excitation.关键词
RC框架结构/数值建模/增量动力分析/地震易损性/抗倒塌能力Key words
RC frame structure/numerical modeling/incremental dynamic analysis/seismic vulnerability/collapse resistant capacity分类
建筑与水利引用本文复制引用
杨丰,王胜利,董淑卿,杨西娜..RC框架结构地震倒塌性能分析[J].电力勘测设计,2014,(4):27-29,3.
