| 半刚性钢框架的抗震性能研究综述 |
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| 引用本文： | 刘伟,于海涛,姜昊,张雄,席位.半刚性钢框架的抗震性能研究综述[J].吉林建筑工程学院学报,2013(6):1-3. |
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| 作者姓名： | 刘伟 于海涛 姜昊 张雄 席位 |
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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： | 半刚性连接节点钢框架由于节点本身的非线性受力性能,使框架内力发生重分布,提高了钢框架整体的滞回性能,大大增强了结构的抗震能力.因此,半刚性钢框架的研究对工程结构抗震具有重要意义.
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| 关 键 词： | 半刚性连接 抗震性能 刚度 耗能能力 |
The research of Steel frame with semi-rigid connections seismic performance |
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| LIU WEI,YU Hai - tao,JIANG Hao,ZHANG Xiong,XI Wei.The research of Steel frame with semi-rigid connections seismic performance[J].Journal of Jilin Architectural and Civil Engineering,2013(6):1-3. |
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| Authors: | LIU WEI YU Hai - tao JIANG Hao ZHANG Xiong XI Wei |
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| Affiliation: | (School of Civil Engineering, Jilin Jianzhu University, Changchun, China 130118) |
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| Abstract: | Steel frame with semi - rigid connections can make the internal force redistribution occurs, thus effectively improve the energy dissipation capacity of steel frame and enhance the seismic performance, semi - rigid steel frame structure seismic engineering research has important significance. |
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| Keywords: | semi- rigid connections rigidly Seismic performance the energy consumption capacity |
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