Seismic response of fire-damaged reinforced concrete buildings

被引：6

作者：

Mo, YL ^{[1
]}

Hwang, C ^{[1
]}

Wang, J ^{[1
]}

机构：

[1] Univ Houston, Dept Civil & Environm Engn, Houston, TX 77004 USA

来源：

ADVANCES IN STRUCTURAL ENGINEERING | 2004年 / 7卷 / 01期

关键词：

fire; building; damage; hysteretic model; seismic response;

D O I：

10.1260/136943304322985792

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The constitutive laws for concrete and steel under fire environments are cast into a computer model that is combined with the algorithm for seismic response analysis of reinforced concrete buildings. Using this algorithm, a computer program has been developed, and a reinforced concrete building is taken as an example to show the applicability. Finally the effects of fire locations, fire duration, ground acceleration and axial forces on such buildings are investigated.

引用

页码：95 / 109

页数：15

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