| 钢框架梁柱连接半刚性节点研究综述 |
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| 引用本文： | 刘伟,王光云,李大鹏.钢框架梁柱连接半刚性节点研究综述[J].吉林建筑工程学院学报,2012(6):1-4. |
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| 作者姓名： | 刘伟 王光云 李大鹏 |
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| 作者单位： | 吉林建筑工程学院土木工程学院 |
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| 基金项目： | 住房和城乡建设部科技项目(2009—K1—11);(2010—K1—11) |
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| 摘 要： | 半刚性钢框架是由梁与柱采用半刚性连接的钢框架．由于节点处在复杂应力状态下且对结构整体影响较大，半刚性节点连接具有良好的耗能抗震和塑性变形能力，因此半刚性节点连接设计尤为重要．
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| 关 键 词： | 半刚性节点 铸钢件 滞回性能 |
Summary of Semi-rigid Joint of Steel Frame Beam-column Connection |
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| LIU Wei,WANG Guang-yun,LI Da-peng.Summary of Semi-rigid Joint of Steel Frame Beam-column Connection[J].Journal of Jilin Architectural and Civil Engineering,2012(6):1-4. |
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| Authors: | LIU Wei WANG Guang-yun LI Da-peng |
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| Affiliation: | (School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118) |
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| Abstract: | Semi - rigid steel frame is made of beam and column using semi - rigid connection. As the joint in com-plex stress status has great influence on the whole structure, semi - rigid joint connection has good ductility and strength, therefore semi - rigid joint connection design is particularly important. |
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| Keywords: | semi - rigid joint steel casting hysteretic behavior |
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