钢筋混凝土抗震框架梁柱节点的延性设计准则

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钢筋混凝土抗震框架梁柱节点的延性设计准则

更新时间：2023-11-28

- 钢筋混凝土抗震框架梁柱节点的延性设计准则
- Journal of Civil and Environmental Engineering Vol. 18, Issue 4, Pages: 12-20(1996)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.11835/j.issn.1674-4764.1996.04.002
  CLC：
- Published：1996
- 稿件说明：
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[J]. Journal of Civil and Environmental Engineering, 1996, 18(4): 12-20.
DOI：

[J]. Journal of Civil and Environmental Engineering, 1996, 18(4): 12-20. DOI： 10.11835/j.issn.1674-4764.1996.04.002.

摘要

在对梁端或柱端受拉钢筋屈服后发生剪切失效的节点的受力特征进行正确分类的基础上，并对相对作用剪力和相对配箍市影响节点延性的规律进行认真分析归纳之后，本文明确指出了抗震框架节点的设计准则应是在保证节点剪承载力不低于先屈服的梁端或柱端屈服承载力前提下的延性控制准则。

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