摘要
简要介绍了静力弹塑性分析方法的原理、水平荷载加载模式,采用ANSYS软件通过四种加载模式分别对四种框架结构进行了对比分析,分析结果表明,Pushover分析对不规则多层抗震性能分析的结果是可靠的。
It briefly introduces the static elasto-plastic analysis method s theory,horizontal load loading model,adopts the ANSYS software to get comparison and analysis on four frame structures respectively according to four models,analysis results prove that the analysis results of the Pushover analysis on irregular multiple rise anti-seismic performance analysis is reasonable.
出处
《山西建筑》
2010年第3期79-80,共2页
Shanxi Architecture
关键词
静力弹塑性分析
水平荷载加载模式
不规则框架结构
static elasto-plastic analysis
horizontal load loading model
irregular frame structure
