钢筋混凝土框架结构抗震与抗连续倒塌的比较  

The contrast analysis of design of reinforced concrete frame building to prevent progressive collapse and to resist earthquake

作　　者：吴赵强[1] 李艳[1] 熊进刚[1] 

机构地区：[1]南昌大学建筑工程学院

出　　处：《山西建筑》2010年第11期72-73,共2页Shanxi Architecture

基　　金：国家自然科学基金资助项目(项目编号:50968012)

摘　　要：从钢筋混凝土结构受力机制和倒塌破坏准则两方面,对抗震与抗连续倒塌的区别进行了分析与比较,结果表明:抗倒塌不同于抗震,结构抗震设计的有益作用并不能取代抗倒塌设计。Considering from the force mechanism of reinforced concrete structure and the collapse of failure criteria, we had analyzed on the dif- ferent between resist earthquake and prevent progressive collapse. The analysis results show that design of reinforced concrete frame to prevent progressive collapse is different from to resist earthquake, with the goad function of resist earthquake can＇ t instead of prevent progressive collapse.

关 键 词：钢筋混凝土结构 连续倒塌 地震作用 

分 类 号：TU375.4[建筑科学—结构工程]