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| 含填充墙钢管混凝土框架抗震性能 | |
| 引用本文： | 银英姿,李斌,申向东.含填充墙钢管混凝土框架抗震性能[J].辽宁工程技术大学学报(自然科学版),2009,28(4). |
| 作者姓名： | 银英姿 李斌 申向东 |
| 作者单位： | 1. 内蒙古农业大学水利与土木建筑工程学院,内蒙古,呼和浩特市,010018;内蒙古科技大学建筑与土木工程学院,内蒙古,包头市,014010 2. 内蒙古科技大学建筑与土木工程学院,内蒙古,包头市,014010 3. 内蒙古农业大学水利与土木建筑工程学院,内蒙古,呼和浩特市,010018 |
| 基金项目： | 内蒙占自然科学基金资助项目 |
| 摘 要： | 为了解决含填充墙钢管混凝土框架结构的抗震性能,通过对两榀单跨两层带填充墙矩形钢管混凝土框架进行水平低周反复加载试验,深入研究了此种结构的承载能力、延性、耗能能力以及破坏机制;研究结果表明:带填充墙矩形钢管混凝土框架结构滞回曲线饱满.耗能能力强,有较稳定的后期承载力,具有良好的抗震性能.此种结构有进一步研究和在实践中推广应用的价值. |
| 关 键 词： | 钢管混凝土框架结构 填充墙 抗震性能 |
Seismic behavior of concrete filled RHS frame with infill wall |
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| YIN Yingzi,LI Bin,SHEN Xiangdong.Seismic behavior of concrete filled RHS frame with infill wall[J].Journal of Liaoning Technical University (Natural Science Edition),2009,28(4). | |
| Authors: | YIN Yingzi LI Bin SHEN Xiangdong |
| Institution: | YIN Yingzi1,2,LI Bin2,SHEN Xiangdong1 (1. College of Water Conservancy and Civil Engineering,Inner Mongolia Agriculture University,Huhhot 010018,China,2. School of Architecture and Civil Engineering,Inner Mongolia University of Science and Technology,Baotou 014010,China) |
| Abstract: | To understand the seismic behavior of concrete filled steel tubular frame of infill wall,an experimental loading test on two pieces,single span and double stories RHS frame of infill wall was conducted to investigate its bearing capacity,ductility,energy dissipation and collapse mechanism. The results show that RHS frame has plumper shuttle shape hysteretic curves,excellent energy dissipation,and stable loading capacity. Therefore the frame has superiority over seismic behavior. |
| Keywords: | RHS frame infill wall seismic behavior |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |