| 高强混凝土框架柱延性性能试验研究 |
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| 引用本文： | 李瑞锋,姚会欣,王云昌.高强混凝土框架柱延性性能试验研究[J].河南科学,2008,26(8). |
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| 作者姓名： | 李瑞锋 姚会欣 王云昌 |
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| 作者单位： | 1. 河南职业技术学院,郑州,450046
2. 河南省科学院,郑州,450002 |
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| 摘 要： | 主要研究高强混凝土框架长柱在低周反复荷载作用下的延性性能,分析轴压比、配箍特征值和配箍形式对构件延性性能的影响.
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| 关 键 词： | 高强混凝土 框架柱 轴压比 配箍特征值 箍筋形式 延性 |
The Study of Capacity of Ductility for High-Strength Concrete Frame Column |
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| Li Ruifeng,Yao Huixin,Wang Yunchang.The Study of Capacity of Ductility for High-Strength Concrete Frame Column[J].Henan Science,2008,26(8). |
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| Authors: | Li Ruifeng Yao Huixin Wang Yunchang |
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| Institution: | Li Ruifeng1,Yao Huixin1,Wang Yunchang2 (1.Henan Vocation , Technology Institute,Zhengzhou 450046,China,2.Henan Academy of Sciences,Zhengzhou 450002,China) |
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| Abstract: | The main purpose of the paper is to study the capacity of ductility of high-strength concrete frame column under cyclic loading action,to discuss its capacity of ductility to analyse the effect of axial compression ratio,reinforcement properties of hoop and shape of hoop. |
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| Keywords: | high-strength comcrete frame column axial compression ratio reinforcement properties of hoop shape of hoop ductility |
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