| 不同支撑形式时轴心受压柱的计算长度 |
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| 引用本文： | 印克. 不同支撑形式时轴心受压柱的计算长度[J]. 钢结构, 2013, 0(11): 45-48,44 |
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| 作者姓名： | 印克 |
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| 作者单位： | 中石化南京工程有限公司 |
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| 摘 要： | 基于小挠度弹性稳定理论，用平衡法分析了5种不同支撑形式下的轴心受压柱的计算模型，导出相应的稳定方程，并给出柱计算长度系数的设计表格，可供设计人员参考。
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| 关 键 词： | 轴心受压构件 稳定 支撑 计算长度系数 |
EFFECTIVE LENGTH OF CENTRALLY COMPRESSED MEMBERS WITH DIFFERENT BRACES |
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| Yin Ke. EFFECTIVE LENGTH OF CENTRALLY COMPRESSED MEMBERS WITH DIFFERENT BRACES[J]. Steel Construction, 2013, 0(11): 45-48,44 |
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| Authors: | Yin Ke |
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| Affiliation: | Yin Ke;Sinopec Nanjing Engineering & Construction Inc.; |
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| Abstract: | Based on the small deflection elastic stability theory, five mechanical calculating models of centrally compressed columns with different braces, establishes respective stability equations were analyzed by equilibrium method. As a conclusion, effective length factors were given and shown in tables, which may be a reference for designers. |
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| Keywords: | centrally compressed members stability brace effective length factor |
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