| 钢骨混凝土柱轴压比限值控制的讨论 |
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| 引用本文： | 李云云,鄂红.钢骨混凝土柱轴压比限值控制的讨论[J].包头钢铁学院学报,2005,24(1):30-32,40. |
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| 作者姓名： | 李云云 鄂红 |
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| 作者单位： | [1]内蒙古科技大学建筑与土木工程学院，内蒙古包头014010 [2]包头钢铁（集团）公司，内蒙古包头014010 |
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| 摘 要： | 介绍了钢筋混凝土柱和钢骨混凝柱的轴压比限值,并通过试验研究,分析了轴压比对钢骨混凝土柱抗震延性的影响,得出了满足一定位移延性要求、对应于不同体积配箍率的钢骨混凝土柱的轴压比限值.
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| 关 键 词： | 钢骨混凝土 柱 轴压比限值 钢骨混凝土柱 轴压比限值 控制 columns steel reinforced concrete axial compression ratio value 体积配箍率 对应 位移延性 影响 抗震延性 分析 研究 试验 钢筋 |
| 文章编号： | 1004-9762(2005)01-0030-04 |
Discussion on limit value of axial compression ratio of steel reinforced concrete columns |
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| LI Yun-yun,E Hong.Discussion on limit value of axial compression ratio of steel reinforced concrete columns[J].Journal of Baotou University of Iron and Steel Technology,2005,24(1):30-32,40. |
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| Authors: | LI Yun-yun E Hong |
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| Abstract: | The limit value of axial compression ratio of reinforced concrete columns and steel reinforced concrete colunms were introduced,and the influences of axial compression ratio on seismic ductility of SRC columns were analyzed via experiment.The limited value of axial compression ratio of the columns were obtained,which corresponded with the different stirrup ratio at a certain level of displacement ductility. |
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| Keywords: | steel reinforced concrete column limited values of axial compression ratio |
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