| 劲性混凝土带边框低剪力墙极限承载力的计算 |
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| 引用本文： | 黄双华,黄雄军.劲性混凝土带边框低剪力墙极限承载力的计算[J].西南交通大学学报,2001,36(4):360-364. |
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| 作者姓名： | 黄双华 黄雄军 |
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| 作者单位： | 1. 攀枝花大学
2. 西南交通大学土木工程学院 |
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| 摘 要： | 在有限元分析的基础上，结合试验研究的结果，提出了边框柱发生弯曲破坏的低剪力墙极限承载能力计算模型，建立了计算公式，计算结果与实测值符合良好。该计算方法可为今后制定带边框低剪力墙设计计算规范提供理论参考。
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| 关 键 词： | 剪力墙 劲性混凝土 极限承载力 有限元分析 压应力 剪应力 计算方法 |
| 文章编号： | 0258-2724(2001)04-0360-05 |
Computation of the Ultimate Bearing Capacity of Steel Reinforced Concrete Low-Rise Shear Walls with Frame |
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| HUANC Shuang-hua,HUANC Xiong-jun.Computation of the Ultimate Bearing Capacity of Steel Reinforced Concrete Low-Rise Shear Walls with Frame[J].Journal of Southwest Jiaotong University,2001,36(4):360-364. |
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| Authors: | HUANC Shuang-hua HUANC Xiong-jun |
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| Abstract: | Based on finite element analysis as well as the results of experimental researches, a model is put forward for computing the ultimate bearing capacity of the low-rise shear walls in which bending failure occurs in frame columns, and computational formulas are set up. The computed values given by the formulas show a good agreement with the test values. This computation method provides a theoretical reference for drawing up a national design code of low-rise shear walls with frame in the future. |
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| Keywords: | shear walls bearing capacity steel reinforced concrete |
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