| 钢筋混凝土极短柱抗剪承载力分析 |
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| 引用本文： | 肖建庄,姚峻,夏磊.钢筋混凝土极短柱抗剪承载力分析[J].特种结构,2002,19(1):5-7. |
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| 作者姓名： | 肖建庄 姚峻 夏磊 |
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| 作者单位： | 同济大学建筑工程系,上海200092 |
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| 摘 要： | 极短柱的剪跨比往往超出了抗剪强度计算公式的适用范围 ,本文通过对以往试验结果的分析 ,以及对现有的几种计算公式的比较 ,综合出一个与试验值符合较好的计算公式 ,并就如何增加极短柱抗剪强度、提高极短柱延性作出了一些探讨
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| 关 键 词： | 极短柱 剪跨比 抗剪强度 |
Analysis of Shear Resistance Capacity of Extremely Short R.C.Stub Post |
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| Xiao Jianzhong,Yao Zun,Xa Lei.Analysis of Shear Resistance Capacity of Extremely Short R.C.Stub Post[J].Special Structures,2002,19(1):5-7. |
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| Authors: | Xiao Jianzhong Yao Zun Xa Lei |
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| Affiliation: | Xiao Jianzhong Yao Zun Xa Lei |
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| Abstract: | The ratio of shear to the span of extremely short stub post sometimes is beyond the scope of shear resistance calculating formala.Through test results analysis and comparision with current rarious calculating formula,another formula is summerized,it is better in compliance with testing values.Strengthen the shear resistance and increase its ductility of stub post are studied in this paper. |
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| Keywords: | Extremely short stub post Ratio of shear to the span Strength of shear resistance |
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