| 钢混凝土组合柱-钢梁结构中柱节点受力性能研究 |
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| 引用本文： | 陈红媛,房贞政. 钢混凝土组合柱-钢梁结构中柱节点受力性能研究[J]. 福州大学学报(自然科学版), 2003, 31(4): 460-465 |
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| 作者姓名： | 陈红媛 房贞政 |
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| 作者单位： | 福州大学结构工程研究所,福建,福州,350002 |
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| 摘 要： | 在钢混凝土组合柱 (SRC)柱—钢梁中柱节点进行低周反复加载试验的基础上 ,同时用ANSYS三维有限元非线性分析软件进行计算机模拟 .分析了SRC柱—钢梁中柱节点的滞回特性 ;探讨考虑混凝土、型钢腹板、箍筋共同贡献的SRC柱—钢梁节点极限抗剪承载力计算公式 .
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| 关 键 词： | 钢筋混凝土 柱 钢梁 节点 抗剪承载力 |
| 文章编号： | 1000-2243(2003)04-0460-06 |
| 修稿时间： | 2003-02-25 |
The behavior of steel reinforced concrete column and steel beam middle joint |
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| CHEN Hong-yuan,FANG Zhen-zheng. The behavior of steel reinforced concrete column and steel beam middle joint[J]. Journal of Fuzhou University(Natural Science Edition), 2003, 31(4): 460-465 |
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| Authors: | CHEN Hong-yuan FANG Zhen-zheng |
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| Affiliation: | (Institution of Structural Engineering, Fuzhou University, Fuzhou, Fujian 350002, China) |
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| Abstract: | By using the test of the SRC under the cyclic reversed loading and analysis by the ANSYS 3D nonlinear finite element program, the hysteresis properties of the SRC column and steel beam joint is derived. An equation to calculate ultimate shear-resistant capacity of SRC column and steel beam joint is discussed. |
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| Keywords: | steel reinforced concrete column steelbeam joint shearing strength |
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