| 钢管混凝土柱抗剪承载力计算 |
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| 引用本文： | 王建伟,王文博. 钢管混凝土柱抗剪承载力计算[J]. 工业建筑, 2011, 0(Z1): 337-338,341 |
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| 作者姓名： | 王建伟 王文博 |
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| 作者单位： | 中冶京诚工程技术有限公司; |
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| 摘 要： | 钢管混凝土柱是将混凝土填入薄壁圆形钢管内而形成的组合结构,具有良好的塑性和韧性、耐火极限高、施工简单和经济效益好等优点。分析钢管混凝土的基本工作原理和钢管混凝土剪切问题的研究现状。
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| 关 键 词： | 钢管混凝土柱 工作原理 剪切 |
THE CALCULATION OF SHEARING RESISTANCE OF CONCRETE-FILLED STEEL TUBE COLUMN |
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| Wang Jianwei Wang Wenbo. THE CALCULATION OF SHEARING RESISTANCE OF CONCRETE-FILLED STEEL TUBE COLUMN[J]. Industrial Construction, 2011, 0(Z1): 337-338,341 |
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| Authors: | Wang Jianwei Wang Wenbo |
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| Affiliation: | Wang Jianwei Wang Wenbo(MCC Capital Engineering & Research Incorporation Limited,Beijing 100176,China) |
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| Abstract: | A concrete-filled steel tube column is a combined structure formed by pouring concrete into a thin wall steel tube.It has good plasticity and tenacity,a longer limit of fire-resistance compared with steel structure,and a good economical benefit.It is simple to be constructed.The basic working principle and the study actuality of the shearing problem of concrete-filled steel tube column have been analyzed in this paper. |
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| Keywords: | concrete-filled steel tube column working principle shearing |
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