| 钢骨混凝土L型截面异形柱抗震性能影响因素探讨 |
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| 引用本文： | 廖良平.钢骨混凝土L型截面异形柱抗震性能影响因素探讨[J].交通标准化,2009(3):28-31. |
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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： | 通过四根L型截面钢骨混凝土柱在压、弯、剪共同作用下的低周反复加载试验，探讨轴压比、剪跨比、配箍率对钢骨混凝土异形柱滞回曲线、耗能性以及延性的影响，对于异形柱施工具有一定的工程指导意义。
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| 关 键 词： | 钢骨混凝土 异形柱 抗震性能 影响因素 |
Earthquake Resistance Influence Factors of Special-shaped Column of Steel-reinforced Concrete with L-shape Cross Section |
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| LIAO Liang-ping.Earthquake Resistance Influence Factors of Special-shaped Column of Steel-reinforced Concrete with L-shape Cross Section[J].Communications Standardization,2009(3):28-31. |
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| Authors: | LIAO Liang-ping |
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| Institution: | LIAO Liang-ping (No.1 Engineering Company of China Railway 11 Bureau Group Corporation, Xiangfan 441104, China) |
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| Abstract: | Four steel-reinforced columns with L-shape cross section are exerted low-cycle reversed loads under the action of push, bend and shear. What＇s more, the influences of axle-pressure ratio, shear-span ratio and ration of reinforcement on the hysteresis curve, energy consumption and tensility are illustrated, which is of great significance to construction of special-shaped column. |
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| Keywords: | steel-reinforced concrete special-shaped column earthquake resistance influence factor |
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