| 钢骨混凝土柱的轴压力限值 |
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| 引用本文： | 叶列平,方鄂华,周正海,刘凤阁.钢骨混凝土柱的轴压力限值[J].建筑结构学报,1997,18(5):43. |
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| 作者姓名： | 叶列平 方鄂华 周正海 刘凤阁 |
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| 作者单位： | 清华大学!北京,100084,清华大学!北京,100084,清华大学!北京,100084,清华大学!北京,100084 |
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| 摘 要： | 国内外钢骨混凝土柱抗震性能的试验研究表明，轴压力大小对其抗震性能有很大影响。本文分析了钢骨混凝土柱中混凝土部分和钢骨部分的轴力分配，并根据试验研究结果建议了相应的轴压力限值。
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| 关 键 词： | 钢骨混凝土 轴压比 轴压力限值 |
| 收稿时间： | 1997-10-05 |
| 修稿时间： | 1997-10-05 |
Axial Load Limit for Steel Reinforced Concrete Columns |
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| Ye Lieping,Fang Ehua,Zhou Zhenghai,Liu Fengge.Axial Load Limit for Steel Reinforced Concrete Columns[J].Journal of Building Structures,1997,18(5):43. |
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| Authors: | Ye Lieping Fang Ehua Zhou Zhenghai Liu Fengge |
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| Affiliation: | Tsinghua University |
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| Abstract: | Experimental results show that the axial load has significant influence on the seismic behaviorof steel reinforced concrete column. This paper presents an analysis on the axial load distributionbetween the rein forced concrete part and the steel part of steel reinforced concrete column. Basedon the experimental results and analysis, the axial load limit for steel reinforced concrete columnsis suggested. |
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| Keywords: | steel reinforced concrete column axial load limit axial compression ratio |
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