| 钢骨混凝土异形柱抗震性能试验研究 |
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| 引用本文： | 廖良平. 钢骨混凝土异形柱抗震性能试验研究[J]. 山西建筑, 2008, 34(28) |
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| 作者姓名： | 廖良平 |
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| 作者单位： | 中铁十一局集团第一工程公司,湖北,襄樊,441104 |
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| 摘 要： | 通过钢骨混凝土L形截面异形柱的低周反复加载试验,分析了钢骨混凝土异形柱滞回曲线、耗能能力、变形能力,比较了钢骨混凝土异形柱与钢筋混凝土异形柱抗震性能的差别,最后得出钢骨混凝土异形柱的变形能力较钢筋混凝土异形柱的要大.
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| 关 键 词： | 钢骨混凝土 异形柱 L形截面柱 抗震性能 |
Experimental research on the shock resistance of steel reinforced concrete special-shaped column |
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| LIAO Liang-ping. Experimental research on the shock resistance of steel reinforced concrete special-shaped column[J]. Shanxi Architecture, 2008, 34(28) |
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| Authors: | LIAO Liang-ping |
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| Affiliation: | LIAO Liang-ping |
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| Abstract: | Through the pseudostatic test of reinforced concrete special-shaped column of L-shape cross section,it analyses its hysteretic curve,energy consuming power and deforming power,compares the shock resistance differences between steel reinforced concrete special-shaped column and reinforced concrete special-shaped column,and gets the conclusion that the deforming power of steel reinforced concrete special-shaped column is greater than that of reinforced concretespecial-shaped column. |
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| Keywords: | steel reinforced concrete special-shaped column L-shape cross section shock resistance |
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