| 钢筋混凝土双向偏心受压L形截面柱正截面承载力的简化计算 |
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| 引用本文： | 王滋军,刘伟庆,蒋永生.钢筋混凝土双向偏心受压L形截面柱正截面承载力的简化计算[J].东南大学学报(自然科学版),1999(Z1). |
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| 作者姓名： | 王滋军 刘伟庆 蒋永生 |
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| 作者单位： | 东南大学土木工程学院!南京210096(王滋军，蒋永生)，南京建筑工程学院土木工程系!南京210009(刘伟庆) |
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| 基金项目： | 江苏省墙体材料改革专项研究基金 |
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| 摘 要： | 通过对国内已有的双向偏心受压Ｌ形截面柱试验结果的统计分析，基于单向偏心受压钢筋混凝土矩形截面柱正截面承载力计算方法提出了双向偏心受压Ｌ形截面柱正截面承载力的计算方法．方法简单、实用，计算值与试验值符合较好．
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| 关 键 词： | L形截面 双向偏心受压 钢筋混凝土 柱 正截面承载力 |
Simple Design Method for L Shaped R.C. Columns on Cross Sections with Biaxial Eccentricities |
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| Wang Zijun,Liu Weiqing,Jiang Yongsheng.Simple Design Method for L Shaped R.C. Columns on Cross Sections with Biaxial Eccentricities[J].Journal of Southeast University(Natural Science Edition),1999(Z1). |
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| Authors: | Wang Zijun Liu Weiqing Jiang Yongsheng |
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| Institution: | Wang Zijun 1 Liu Weiqing 2 Jiang Yongsheng 1 |
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| Abstract: | Based on the analysis of the L shaped R.C.column experimental results, a simple design method for L shaped R.C.columns with biaxial eccentricities is presented.The design formulas for rectangular section R.C.columns can be used to design L shaped R.C.columns with the method offered in this paper.This method is simple and utility, and the theoretical predictions of the bearing capacities show good agreement with the experimental results. |
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| Keywords: | L shaped section biaxial eccentricity reinforced concrete column ultimate capacity of cross section |
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