Effect of end restraint upon the strength of steel columns with initial imperfections

被引:0
|
作者
Oanh, Nguyen Ngoc [1 ]
机构
[1] Hungarian Inst for Building Science, Hungary
来源
Acta Technica (Budapest) | 1988年 / 101卷 / 01期
关键词
Strength of Materials - Stresses - Structural Analysis - Structural Design;
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学科分类号
摘要
The strength of steel columns in compression with end restraints against rotation and lateral displacement is investigated. The use of the Beer-Schulz method in the investigation has led to new conclusions in case of non-sway columns. At the same time, the Beer-Schulz method is extended to determination of the strength of sway columns.
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页码:97 / 108
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