摘要
以某框架结构工程为背景,在考虑结构在罕遇地震作用下耗能能力的基础上,采用弹塑性时程分析的方法进行了结构分析,使得变形满足规范规定的要求,从而实现科学、适用、安全的设计目的。
With a frame structure engineering as background, based on considering on structure energy dissipation capacity under very rare earthquake, the structure analysis was carried out with elastic-plastic time history analysis method, which made deformation satisfied standard requirement, therefore realized scientific, applicable and safe design goal.
出处
《山西建筑》
2010年第13期46-47,共2页
Shanxi Architecture
关键词
框架结构
弹塑性位移
时程分析
frame structure, elastic-plastic displacement, time history analysis
