| 半刚性连接中T型钢节点形式研究综述 |
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| 引用本文： | 刘伟,张雄,席位,于海涛,姜昊.半刚性连接中T型钢节点形式研究综述[J].吉林建筑工程学院学报,2013(5):1-4. |
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| 作者姓名： | 刘伟 张雄 席位 于海涛 姜昊 |
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| 作者单位： | 吉林建筑大学土木工程学院,长春130118 |
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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： | 随着钢框架体系应用的愈加广泛,对其梁柱节点位置连接的不断研究表明,梁与柱之间的连接既非纯刚接又非纯铰接,而是强度介于两者之间的半刚性连接.本文就近10年来半刚性连接方式中的其中一种——T型钢连接形式的研究进行总结分析,以供借鉴.
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| 关 键 词： | T型钢连接 截面尺寸 刚度 耗能能力 节点 |
Summary of The Research on T-beam Joints in Semi-rigid Connections |
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| LIU Wei,ZHANG Xiong,XI Wei,YU Hai-tao,JIANG Hao.Summary of The Research on T-beam Joints in Semi-rigid Connections[J].Journal of Jilin Architectural and Civil Engineering,2013(5):1-4. |
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| Authors: | LIU Wei ZHANG Xiong XI Wei YU Hai-tao JIANG Hao |
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| Affiliation: | (School of Civil Engineering, Jilin Jianzhu University, Changchun, China 130118) |
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| Abstract: | With the widely application of the system of steel frame, the constant research on position of beam - column joints shows that connection between the beam and column is neither pure rigidly nor pure hinged. But strength in between these two calls semi - rigid connection. In order to promote the development of theory and applied technology, this paper have summary and analysis the last 10 years research on T - beam joints--one form of the semi - rigid connection. |
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| Keywords: | T--stub connections measurement of cross section rigidly hysteretic behavior the energy consumption capacity joint |
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