| 轴心受压复合方箍短柱正截面承载力的计算 |
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| 引用本文： | 袁保禄 魏国荣. 轴心受压复合方箍短柱正截面承载力的计算[J]. 上海应用技术学院学报：自然科学版, 2005, 5(3): 162-164 |
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| 作者姓名： | 袁保禄 魏国荣 |
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| 作者单位： | 上海应用技术学院土木与建筑工程系,上海200235 |
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| 摘 要： | 通过实验数据的分析，提出了轴心受压复合方箍短柱正截面承载力的计算公式并给出了配箍特征值与箍筋间距的关系，具有一定的实用价值。
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| 关 键 词： | 复合方箍短柱 配箍特征值 体配箍率 约束砼强度 |
| 文章编号： | 1671-7333(2005)03-0162-03 |
| 收稿时间： | 2005-04-13 |
| 修稿时间： | 2005-04-13 |
The Load-bearing Capacity Calculation of the Concrete Short Column Confined by Overlapping Hoops under Uniaxial Compression |
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| YUAN Bao-lu, VCEI Guo-rong. The Load-bearing Capacity Calculation of the Concrete Short Column Confined by Overlapping Hoops under Uniaxial Compression[J]. Journal of Shanghai Institute of Technology: Natural Science, 2005, 5(3): 162-164 |
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| Authors: | YUAN Bao-lu VCEI Guo-rong |
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| Affiliation: | Department of Civil and Construction Engineering, Shanghai Institute of Technology, Shanghai 200235, China |
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| Abstract: | Basing the analysis on the experimental data, the author provides the load-bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing of hoop, which is of great practical value. |
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| Keywords: | concrete short column confined by overlapping hoops characteristic value of hoop confined concrete |
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