Probabilistic buckling analysis of truss structures with semi-rigid joints

被引：0
|
作者：
Yuan, XX [1 ]
Pandey, M [1 ]
机构：
[1] Univ Waterloo, Dept Civil Engn, Waterloo, ON N2L 3G1, Canada
来源：
STRUCTURAL HEALTH MONITORING AND INTELLIGENT INFRASTRUCTURE, VOLS 1 AND 2 | 2003年
关键词：
D O I：
暂无
中图分类号：
TP18 [人工智能理论];
学科分类号：
081104 ; 0812 ; 0835 ; 1405 ;
摘要：
Structural stability of large steel truss is an important limit state of performance, and design and post-construction monitoring must ensure high reliability against this type of failure. This paper proposes an efficient approximate method for the calculation of the buckling load of trusses with semi-rigid joints, and then the method is applied along with Monte Carlo simulation to evaluate the structural reliability against the buckling failure.
引用
收藏
页码：787 / 790
页数：4
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