某框架结构的弹塑性位移时程分析  

The elastic-plastic displacement time history analysis of a frame structure

作　　者：刘志群[1] 

机构地区：[1]空军工程大学校务部营房处

出　　处：《山西建筑》2010年第13期46-47,共2页Shanxi Architecture

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.

关 键 词：框架结构 弹塑性位移 时程分析 

分 类 号：TU313[建筑科学—结构工程]