| 异形柱框架体系设计轴压比限值研究 |
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| 引用本文： | 詹凤程,王民.异形柱框架体系设计轴压比限值研究[J].四川建筑科学研究,2006,32(6):56-58. |
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| 作者姓名： | 詹凤程 王民 |
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| 作者单位： | 西北农林科技大学水利与建筑工程学院,陕西,杨凌,712100 |
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| 摘 要： | 从异形柱大、小偏心受压界限破坏条件出发，导出了钢筋混凝土异形柱轴压比限值的计算公式，分析了等刚度矩形截面柱轴压比限值存在的问题，并对异形柱轴压比设计值提出了建议。
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| 关 键 词： | 异形柱 轴压比 轴压比限值 标准值 设计值 翼缘 |
| 文章编号： | 1008-1933（2006）06-0056-03 |
| 收稿时间： | 2005-07-25 |
| 修稿时间： | 2005年7月25日 |
Study of the limit value of axial compression ratio in designing structural systems with special-shaped column |
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| ZHAN Fengcheng,WANG Min.Study of the limit value of axial compression ratio in designing structural systems with special-shaped column[J].Building Science Research of Sichuan,2006,32(6):56-58. |
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| Authors: | ZHAN Fengcheng WANG Min |
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| Abstract: | On the basis of the limit failure conditions of the eccentric compression,this paper derives formulas about the limit value of axial compression ratio of the section of reinforced special-shaped columns. It analyses the existing problem in the limit value of axial compression ratio of the equal rigid rectangular section. And this section puts forward suggestions for design value of axial compression ratio of reinforced special-shaped columns. |
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| Keywords: | special-shaped column axial compression ratio limit value of axial compression ratio standard value design value flank |
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