| 型钢混凝土框架弹塑性地震反应试验研究 |
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| 引用本文： | 薛建阳 赵鸿铁. 型钢混凝土框架弹塑性地震反应试验研究[J]. 西安建筑科技大学学报(自然科学版), 1997, 29(4): 360-363 |
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| 作者姓名： | 薛建阳 赵鸿铁 |
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| 作者单位： | 西安建筑科技大学建筑工程系 |
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| 摘 要： | 通过两榀型钢混凝土平面框架的地震模拟振动台试验，分析了结构的破坏过程及弹塑性地震反应，结果表明型钢混凝土框架具有良好的抗震性能。经理论计算，与试验值比较符合。
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| 关 键 词： | 相似关系；塑性铰；动力放大系数；弹塑性地震反应 |
Experimental study on the elasto plastic seismic response of SRC frame |
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| Xue Jianyang Zhao Hongtie. Experimental study on the elasto plastic seismic response of SRC frame[J]. Journal of Xi'an University of Architecture & Technology, 1997, 29(4): 360-363 |
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| Authors: | Xue Jianyang Zhao Hongtie |
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| Abstract: | Through shaking table experiment of two SRC plane frames, the failure process and elasto plastic seismic response are theoretically analysed. The results indicate that the anti seismic behavior of SRC frame is excellent and the calculation turns out to be in agreement with those obtained on test. |
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| Keywords: | similarity relation plastic hinge dynamic magnifying factor elasto plastic response |
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