对抗震钢筋混凝土框架节点抗剪承载力计算公式的重新识别

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对抗震钢筋混凝土框架节点抗剪承载力计算公式的重新识别

更新时间：2023-11-28

- 对抗震钢筋混凝土框架节点抗剪承载力计算公式的重新识别
- Journal of Civil and Environmental Engineering Vol. 19, Issue 1, Pages: 14-25(1997)
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- DOI：10.11835/j.issn.1674-4764.1997.01.003
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- Published：1997
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[J]. Journal of Civil and Environmental Engineering, 1997, 19(1): 14-25.
DOI：

[J]. Journal of Civil and Environmental Engineering, 1997, 19(1): 14-25. DOI： 10.11835/j.issn.1674-4764.1997.01.003.

摘要

根据国内外抗震框架节点中间层中节点的试验结果，着重论证了在梁端或柱端先行屈服的梁柱组合体中，节点的剪承载力已转变成由先屈服的梁端或柱端的纵筋配置数量和该纵筋在节点剪切破坏时民达到的屈服后应力状态来控制，并给出了这类节点抗剪承载力的正确表达式。

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