钢筋混凝土框架结构抗震性能分析  

Anti-quaking function analysis of steel reinforced concrete framework structure

作　　者：韦合[1] 梁汝鸣[1] 张鑫[1] 

机构地区：[1]山东建筑大学土木工程学院

出　　处：《山西建筑》2007年第32期67-68,共2页Shanxi Architecture

摘　　要：介绍了三种钢筋混凝土框架结构在地震中的典型屈服破坏机制,通过比较这三种主要破坏机制,分析了其抗震要求,并对其抗震能力进行了阐述,最后提出了可以改善和提高框架结构抗震能力的方法,以进一步改善结构的受力性能,提高框架的抗震能力。It introduces three typical damaging principles of steel reinforced concrete framework structures in earthquake. Through comparing these three kinds of main damaging principles, it analyzes its anti-quaking needs, elaborates its anti-quaking ability. Finally, it brings forward methods of improving framework structural anti-quaking ability, so as to improve the forcing function of structure, and improve the anti-quaking ability.

关 键 词：框架结构 抗震能力 残余变形 受力性能 

分 类 号：TU352.11[建筑科学—结构工程]