| 钢筋混凝土框架柱抗剪承载力分析 |
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| 引用本文： | 周涌波,张庆华.钢筋混凝土框架柱抗剪承载力分析[J].北方交通,2006(6):106-107,176. |
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| 作者姓名： | 周涌波 张庆华 |
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| 作者单位： | [1]阜新市公路管理处,阜新123000 [2]辽宁工程技术大学土木建筑工程学院,阜新123000 |
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| 摘 要： | 在现有试验数据的基础上，通过对以往试验结果的分析，以及对现有几种抗剪承载力计算公式的分析比较，综合考虑剪跨比、轴压比和配筋率对抗剪性能的影响，从中提出了与试验值符合较好的计算公式，并就如何提高框架柱的延性和变形能力提出了一些建议，对钢筋混凝土框架柱的设计有重要指导意义。
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| 关 键 词： | 框架柱 剪跨比 轴压比 抗剪承载力 |
Analyse About Shear Bearing Capacity of Reinforced Concrete Frame Columns |
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| Authors: | Zhou ChongBo;Zhang QingHua |
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| Abstract: | Based on the experimental data, through test results analysis and comparison with current various calculating formula of frame columns strength of shear resistance, the effects of ratio of shear to the span, axial compression ratio and stirrup ratio on the shear strength are analyzed in this paper. Furthermore, a suggested design formula is proposed, it is better in compliance with testing values. How increase its ductility and the deformation of columns are studied. |
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| Keywords: | Frame columns Ratio of shear to the span Axial compression ratio Shear bearing capacity |
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