| 梁柱角钢连接节点的滞回性能试验研究 |
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| 引用本文： | 王新武,李和平,蒋沧如.梁柱角钢连接节点的滞回性能试验研究[J].华中科技大学学报(自然科学版),2003,31(8):13-15. |
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| 作者姓名： | 王新武 李和平 蒋沧如 |
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| 作者单位： | 1. 武汉理工大学土木工程与建筑学院
2. 洛阳工业高等专科学校 |
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| 基金项目： | 建设部科技攻关项目 (0 1 2 0 85 ) |
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| 摘 要： | 通过对角钢连接在循环荷载作用下节点滞回性能的试验研究，分析了顶底角钢连接以及带双腹板顶底角钢连接这两种连接类型的刚度、承载能力和延性特征并讨论了两种连接类型的差别．从试验中可以得出，腹板角钢对连接的承载力有明显改善，在计算连接抗弯承载力时应考虑腹板连接的影响．
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| 关 键 词： | 钢结构 角钢连接 滞回性能 |
| 文章编号： | 1671-4512(2003)08-0013-03 |
| 修稿时间： | 2003年1月16日 |
Hysteretic behavior of angles beam-column connections |
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| Wang Xinwu Li Heping Jiang Cangru Wang Xinwu Doctoral Candidate., School of Civil Engineering and Architecture.,Wuhan University of Technology,Wuhan ,China..Hysteretic behavior of angles beam-column connections[J].JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY.NATURE SCIENCE,2003,31(8):13-15. |
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| Authors: | Wang Xinwu Li Heping Jiang Cangru Wang Xinwu Doctoral Candidate School of Civil Engineering and Architecture Wuhan University of Technology Wuhan China |
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| Institution: | Wang Xinwu Li Heping Jiang Cangru Wang Xinwu Doctoral Candidate., School of Civil Engineering and Architecture.,Wuhan University of Technology,Wuhan 430070,China. |
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| Abstract: | The hysteretic behavior of angle beam column connections under cyclic loading was presented. The rotational stiffness, carrying capacity and ductility of top seat angle connections and top seat web angle connections were analyzed. The differences of the two types were discussed. According to the results of testing, it was shown that web angle had high effects on carrying capacity of connections. The effect of web angle should be taken into account during calculating the carrying capacity of connections. |
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| Keywords: | steel structure connection hysteretic behavior |
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