摘要
通过MIDAS/GEN有限元分析软件对6层框架结构进行静力弹塑性分析,使用两种不同的加载工况来研究结构性能;结果表明,静力弹塑性分析方法是目前对结构进行罕遇地震作用下弹塑性分析较为有效的方法。
Based on the finite element software MIDAS/GEN , a 6-story reinforced concrete frame structure is analyzed through nonlinear static analysis under rare earthquake in this paper, use two load conditions to study structure performance ; According to the result, nonlinear static analysis is a effective method of structural elastoplastic analysis under rare earthquake action.
出处
《建筑技术开发》
2009年第8期7-9,共3页
Building Technology Development
关键词
静力弹塑性分析
框架结构
加载工况
结构性能
lonlinear static analysis
frame structure
load condition
structure performance
