| 端板厚度对梁柱外伸端板节点滞回性能的影响 |
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| 引用本文： | 刘进红,杨建军.端板厚度对梁柱外伸端板节点滞回性能的影响[J].山西建筑,2009,35(3):18-19. |
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| 作者姓名： | 刘进红 杨建军 |
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| 作者单位： | 中南大学土木建筑学院,湖南长沙,410075 |
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| 摘 要： | 对钢框架梁柱外伸端板连接节点的端板采用三种不同厚度进行有限元分析，得到其滞回性能曲线，分析了端板厚度对节点抗震性能的影响规律，指出端板厚度不宜过薄，边薄将降低承载力，但也不宜过厚，过厚将使延性变差。
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| 关 键 词： | 端板厚度 滞回性能曲线 抗震性能 |
The influence of end-plate thickness on beam-column extended end-plate of nodes hysteretic curves |
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| LIU Jin-hong,YANG Jian-jun.The influence of end-plate thickness on beam-column extended end-plate of nodes hysteretic curves[J].Shanxi Architecture,2009,35(3):18-19. |
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| Authors: | LIU Jin-hong YANG Jian-jun |
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| Affiliation: | LIU Jin-hong YANG Jian-jun |
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| Abstract: | By making finite element analysis on beam-column extended end-plate connections with three different thickness,we can get the hysteretic curves.And the influence law of end-plate thickness on seismic behavior of nodes has been studied.It points out that the end-plate thickness should not be too thin,the too thin end-plate will reduce the bearing capacity,but the end-plate thickness should not be too thick,the too thick end-plate will make the ductility deteriorated. |
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| Keywords: | end-plate thickness hysteretic curves seismic behavior |
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