| 异形柱框架延性及耗能能力分析 |
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| 引用本文： | 王铁成,王秀芬,王天柱,戎贤.异形柱框架延性及耗能能力分析[J].河北工业大学学报,2008,37(1):104-108. |
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| 作者姓名： | 王铁成 王秀芬 王天柱 戎贤 |
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| 作者单位： | 天津大学建筑工程学院,天津,300072;河北工业大学土木工程学院,天津,300132 |
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| 摘 要： | 钢筋混凝土异形柱结构具有与普通钢筋混凝土矩形柱结构不同的特性,其抗震性能是结构工程领域很关注的问题.本研究设计制作了一榀1/3缩尺的两跨三层的异形柱框架模型,通过低周反复荷载作用下的模型试验,分析研究了其延性、耗能能力等抗震性能.试验分析结果表明,试验的异形柱框架具有较好的延性、耗能能力.
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| 关 键 词： | 异形柱 框架 延性 耗能能力 |
| 文章编号： | 1007-2373（2007）05-0104-05 |
| 收稿时间： | 2007-03-10 |
| 修稿时间： | 2007年3月10日 |
Analysis of Ductility and Energy Dissipation of RC Frame with Special-shaped Columns |
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| WANG Tie-cheng,WANG Xiu-fen,WANG Tian-zhu,RONG Xian.Analysis of Ductility and Energy Dissipation of RC Frame with Special-shaped Columns[J].Journal of Hebei University of Technology,2008,37(1):104-108. |
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| Authors: | WANG Tie-cheng WANG Xiu-fen WANG Tian-zhu RONG Xian |
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| Affiliation: | WANG Tie-cheng1,WANG Xiu-fen1,WANG Tian-zhu1,RONG Xian2 ( 1. School of Civil Engineering,Tianjin University,Tianjin 300072,China,2. School of Civil Engineering,Hebei University of Technology,Tianjin 300132,China ) |
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| Abstract: | The difference between the behavior of the RC structures with special-shaped columns and of the RC structures with conventional rectangular columns focuses civil research's attention on its seismic performance. For the purpose of furtherinvestigation on its seismicperformance of suchstructure, a two-span and three-story RCframemodelwith special- shaped columns was designed for 1/3 scale. Based on experiment of the frame model under low-reversed cyclic loading, ductility and energy dissipation are studied sy... |
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| Keywords: | special-shaped columns frame ductility energy dissipation |
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