| 钢筋混凝土双向偏压构件截面延性计算 |
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| 引用本文： | 柳炳康.钢筋混凝土双向偏压构件截面延性计算[J].合肥工业大学学报(自然科学版),1992(4). |
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| 作者姓名： | 柳炳康 |
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| 摘 要： | 钢筋混凝土双向偏压构件截面延性目前尚无相应的计算方法。本文从试验着手,探讨了影响截面延性的因素,归纳出截面延性计算的公式,并与试验结果进行了比较,两者吻合较好。
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| 关 键 词： | 钢筋混凝土 柱 双向受弯 延性 |
THE CURVATURE DUCTILITY OF THE REINFORCED CONCERTE COLUMN WITH BIAXIAL BENDING |
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| Liu Bing kang.THE CURVATURE DUCTILITY OF THE REINFORCED CONCERTE COLUMN WITH BIAXIAL BENDING[J].Journal of Hefei University of Technology(Natural Science),1992(4). |
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| Authors: | Liu Bing kang |
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| Institution: | Liu Bing kang |
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| Abstract: | The ductility of the reinforced concrete column with biaxial bending is a complicated problem. No method is given up till now. Based on theoretical analysis and experimental results, an empirical formula of the curvature ductility is suggested. The comparison shows a good agreement between the calculation and the results of test. |
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| Keywords: | reinforced concrete column biaxial bending ductility |
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