| 型钢高强混凝土柱抗震性能研究 |
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| 引用本文： | 彭燕,王涛.型钢高强混凝土柱抗震性能研究[J].价值工程,2014(15):134-135. |
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| 作者姓名： | 彭燕 王涛 |
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| 作者单位： | 杨凌职业技术学院;陕西建工第五建设集团有限责任公司 |
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| 摘 要： | 采用ANSYS软件进行了数值模拟,分别对比了三种型钢截面形式和三种轴压比对型钢高强混凝土柱的延性和耗能性能的影响。从计算结果可以看出,轴压比越小,延性系数越大,抗震性能越好。
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| 关 键 词： | 型钢高强混凝土柱 轴压比 延性系数 承载力 |
Study of Seismic Behavior on Steel High-strength Reinforced Concrete Columns |
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| PENG Yan;WANG Tao.Study of Seismic Behavior on Steel High-strength Reinforced Concrete Columns[J].Value Engineering,2014(15):134-135. |
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| Authors: | PENG Yan;WANG Tao |
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| Institution: | PENG Yan;WANG Tao;Yangling Vocational and Technical College;SCEGC No.5 Construction Engineering Group Company Ltd.; |
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| Abstract: | ANSYS software was used for numerical simulation, the effects of three steel-section and three axial compression ratio of steel ductility and energy dissipation properties of high strength concrete columns were respectively compared. As can be seen from the results, the axial compression ratio was smaller, the more greater of ductility factor, the more better of seismic performance. |
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| Keywords: | steel high-strength concrete column axial compression ratio axial compression bearing capacity |
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