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

页码：117 / 126

页数：10

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