FLEXURAL TORSIONAL BUCKLING OF MONOSYMMETRIC COLUMNS

被引：3
|
作者：
ATTARD, MM
机构：
[1] Department of Civil Engineering, Monash University, Clayton
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1992年 / 23卷 / 1-3期
关键词：
D O I：
10.1016/0143-974X(92)90039-H
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Conservative estimates of the flexural-torsional buckling load for monosymmetric columns are often obtained by using the solution for a simple column with the length replaced by appropriate effective lengths for flexure and twist. This paper shows that this procedure is conservative for isolated straight columns.
引用
收藏
页码：117 / 126
页数：10
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