| 单轴对称截面轴心受压构件的弯扭屈曲设计问题 |
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| 引用本文： | 陈骥. 单轴对称截面轴心受压构件的弯扭屈曲设计问题[J]. 钢结构, 1999, 14(4): 49-52 |
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| 作者姓名： | 陈骥 |
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| 作者单位： | 西安建筑科技大学!710055 |
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| 摘 要： | 阐述单轴对称截面轴心受压构件弯曲屈曲和弯扭屈曲两种失稳形式，以及绕截面对称轴弯扭屈曲换算长细比的计算方法和应用实例。
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| 关 键 词： | 单轴对称截面 弯扭屈曲 换算长细比 |
THE FLEXURAL-TORSIONAL BUCKLING DESIGN OF MONOSYMMETRIC SECTION COLUMNS |
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| Chen Ji. THE FLEXURAL-TORSIONAL BUCKLING DESIGN OF MONOSYMMETRIC SECTION COLUMNS[J]. Steel Construction, 1999, 14(4): 49-52 |
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| Authors: | Chen Ji |
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| Abstract: | The flexural buckling and flexural-torsional buckling modes of a monosymmetric section column are presented and the equivalent slenderness ratio for flexural-torsional buckling is derived. |
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| Keywords: | monosymmetric section flexural-torsional buckling equivalent slenderness ratio |
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