| 低周反复荷载下两跨两层轻钢框架抗震性能试验研究 |
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| 引用本文： | 黄炳生,舒赣平.低周反复荷载下两跨两层轻钢框架抗震性能试验研究[J].地震工程与工程振动,2006,26(6):114-119. |
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| 作者姓名： | 黄炳生 舒赣平 |
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| 作者单位： | 1. 南京工业大学,土木工程学院,江苏,南京,210009
2. 东南大学,土木工程学院,江苏,南京,210018 |
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| 摘 要： | 本文通过两跨两层轻钢框架试件的低周反复加载试验,研究了轻钢框架结构在地震作用下的滞回性能、耗能机制、耗能能力、刚度退化和破坏形态,结果显示轻钢框架具有很好的抗震性能,节点域耗能能力强。论文结论可为多层轻钢框架的抗震设计提供依据。
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| 关 键 词： | 轻钢框架 抗震性能 低周反复加载试验 |
| 文章编号： | 1000-1301（2006）06-0114-06 |
| 收稿时间： | 2006-08-19 |
| 修稿时间： | 2006-08-192006-10-22 |
Experimental study on seismic behavior of a two-bay two-story light steel frame under cyclic loading |
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| Huang Bingsheng,Shu Ganping.Experimental study on seismic behavior of a two-bay two-story light steel frame under cyclic loading[J].Earthquake Engineering and Engineering Vibration,2006,26(6):114-119. |
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| Authors: | Huang Bingsheng Shu Ganping |
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| Institution: | 1 College of Ciril Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. College of Ciril Engineering, Southeast University, Nanjing 210018, China |
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| Abstract: | The light steel frame with two stories and two spans was constructed.Then a low-cycled reverse loading experiment was conducted.The hysteretic behavior,energy dissipation,rigidity degeneration,failure mechanism,ect.were studied.The results indicate that light steel frames show good seismic behavior.The dissipation capacity of panel zone is well. |
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| Keywords: | light steel frame seismic performance low cycled reversed loading experiment |
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