| 钢筋混凝土带开孔梁框架抗震性能试验研究 |
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| 引用本文： | 吴炎海,程浩德.钢筋混凝土带开孔梁框架抗震性能试验研究[J].地震工程与工程振动,2004,24(2):75-81. |
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| 作者姓名： | 吴炎海 程浩德 |
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| 作者单位： | 福州大学,土木建筑工程学院,福建,福州,350002;福州大学,土木建筑工程学院,福建,福州,350002 |
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| 摘 要： | 本文通过两榀单层单跨带开孔梁框架的拟动力试验，对试件的破坏形态、动力反应、滞回曲线、耗能能力、刚度退化等抗震性能进行研究，最后对钢筋混凝土带开孔梁框架结构的抗震性能作出了评论。
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| 关 键 词： | 框架结构 开孔梁 抗震性能 拟动力实验 |
| 文章编号： | 1000-1301(2004)02-0075-07 |
Experimental study on seismic behavior of reinforced concrete frame with openings |
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| WU Yan-hai,CHENG Hao-de.Experimental study on seismic behavior of reinforced concrete frame with openings[J].Earthquake Engineering and Engineering Vibration,2004,24(2):75-81. |
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| Authors: | WU Yan-hai CHENG Hao-de |
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| Abstract: | The pseudo-dynamic test of two single-bay and single story RC frames with opening beam was carried out to research failure pattern, dynamic response, hysteresis curves, energy dissipation and rigidity degeneration of RC frame with opening beam. The seismic behavior of reinforced concrete frame with openings is reviewed. |
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| Keywords: | reinforced concrete frame beam with openings seismic behavior pseudo-dynamic test |
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