Inelastic stability of steel trapezoidal frames at elevated temperatures

被引:1
|
作者
Mohamadain, Mohamed A. [1 ]
El-Arabi, Ibrahim A. [1 ]
Nassef, Waleed M. [1 ]
机构
[1] Port Said Univ, Dept Civil Engn, Port Said, Egypt
关键词
Elevated temperatures; Inelastic stability; Steel trapezoidal frames;
D O I
10.1016/j.asej.2010.09.003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Based on a previously developed model for the inelastic analysis of plane steel structures, the stability behavior of trapezoidal frames exposed to elevated temperatures is investigated in this research. A detailed demonstration for the basic behavior of trapezoidal frames subjected to temperature rise is presented. The effects of the effective parameters of trapezoidal frames on their critical carrying capacities are studied considering the variation of column inclination, material degradation, support conditions, and heating regimes. The paper shows that the inelastic stability analysis can be employed to predict the critical temperature of trapezoidal frames under design loads. (C) 2010 Ain Shams University. Production and hosting by Elsevier B.V. All rights reserved.
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页码:21 / 30
页数:10
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