| 螺栓连接钢-混凝土组合T型节点抗震性能的试验研究 |
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| 引用本文： | 毛炜烽,肖岩,李贤,郭玉荣.螺栓连接钢-混凝土组合T型节点抗震性能的试验研究[J].建筑结构,2006,36(9):97-99. |
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| 作者姓名： | 毛炜烽 肖岩 李贤 郭玉荣 |
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| 作者单位： | 湖南大学土木工程学院,长沙,410082;湖南大学土木工程学院,长沙,410082;美国南加州大学土木工程系,洛杉矶,CA90089-25311 |
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| 基金项目： | 长江学者启动基金(531103012001)，湖南省建设厅项目(897201005) |
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| 摘 要： | 设计了三组高强、足尺的螺栓端板连接的钢梁-钢筋混凝土柱组合节点试件,完成了其在低周反复荷载作用下的受力性能试验研究。试验结果表明,该新型组合节点具有优良的抗震性能和优越的施工性,在高强螺栓端板连接设计中应适当加大螺栓承载力的安全储备。
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| 关 键 词： | 高强螺栓 端板 组合节点 抗震性能 |
Experimental Research on End-plate Bolted Connection with Steel Beam and Reinforced Concrete Column |
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| Mao Weifeng,Xiao Yan,Li Xian,Guo Yurong.Experimental Research on End-plate Bolted Connection with Steel Beam and Reinforced Concrete Column[J].Building Structure,2006,36(9):97-99. |
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| Authors: | Mao Weifeng Xiao Yan Li Xian Guo Yurong |
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| Affiliation: | Mao Weifeng~1,Xiao Yan~1,2,Li Xian~1,Guo Yurong~1 |
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| Abstract: | A new type of end-plate bolted connection with steel beam and reinforced concrete column is investigated,and three full-scale connections were tested under simulated seismic loading.Experimental results show that this new type of composite connection has satisfactory seismic performance with excellent ductility as well as good energy dissipation capability. |
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| Keywords: | post-tensioned high strength bolts end-plate composite connections seismic behavior |
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