Buckling strength of columns braced continuously with varying axial force: -Flexural buckling of compressive flange of H-shaped steel restrained by web or slab

被引：0

作者：

Faculty of Environmental Engineering, University Kitakyushu, Japan ^{[1
]}

机构：

[1] Faculty of Environmental Engineering, University Kitakyushu

来源：

J. Struct. Constr. Eng. | 2013年 / 690卷 / 1513-1521期

关键词：

Bracing; Distributed compressive force; Effective length factor; Flexural buckling; Rayleigh-Ritz method;

D O I：

10.3130/aijs.78.1513

中图分类号：

学科分类号：

摘要：

The objective of this study is to clarify the relations between the effective length factor and bracing stiffness of continuously braced compression members subjected to linear varying axial force. The buckling equations are derived by using the Rayleigh-Ritz method, and the effective lengths of columns are calculated, taking the bracing stiffness ratio and axial load ratio β as analytical parameters. After showing the relations between the effective length and bracing stiffness, the restraining effects of steel web or slab are discussed. Moreover, the differences between continuous bracing and discrete bracing systems for columns are presented.

引用

页码：1513 / 1521

页数：8