钢筋混凝土框架非线性分析中的截面弯矩—曲率关系

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钢筋混凝土框架非线性分析中的截面弯矩—曲率关系

更新时间：2023-11-28

- 钢筋混凝土框架非线性分析中的截面弯矩—曲率关系
- Journal of Civil and Environmental Engineering Vol. 6, Issue 2, (1984)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.11835/j.issn.1674-4764.1984.02.002
  CLC：
- Published：1984
- 稿件说明：
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[J]. Journal of Civil and Environmental Engineering, 1984, 6(2).
DOI：

[J]. Journal of Civil and Environmental Engineering, 1984, 6(2). DOI： 10.11835/j.issn.1674-4764.1984.02.002.

摘要

对钢筋混凝土框架进行非线性全过程分析

需要确定构件截面在不同受力阶段的刚度。对于偏心受压构件来说

截面抗弯刚度的变化主要反映在截面的弯矩——曲率——轴力

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