| 双向偏心受压L形截面柱的计算 |
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| 引用本文： | 陈谦,冯建平.双向偏心受压L形截面柱的计算[J].华南理工大学学报(自然科学版),1995,23(1):62-67. |
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| 作者姓名： | 陈谦 冯建平 |
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| 作者单位： | 广州市房地产开发设计院，华南理工大学建筑工程系 |
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| 摘 要： | 本文根据２８根偏心受压Ｌ形截面柱的试验资料，提出Ｌ形截面柱正载面承载力计算的方法。本文法计算的结果能与试验结果较好地相符合。
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| 关 键 词： | 钢筋混凝土 偏心受压 柱 承载能力 L形截面柱 |
L-SHAPED COLUMN DESIGN FOR BIAXIAL ECCENTRICITY |
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| Chen Qian, Feng Lianping.L-SHAPED COLUMN DESIGN FOR BIAXIAL ECCENTRICITY[J].Journal of South China University of Technology(Natural Science Edition),1995,23(1):62-67. |
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| Authors: | Chen Qian Feng Lianping |
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| Institution: | Guanzhou Real Estate Development Design Institute |
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| Abstract: | Based on the test data of 28 biaxially loaded reinforced concrete colunms, this paper presents a strength design method for L--shaped column on normal cross--sections. The results caculated by this method agree well with the test data. |
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| Keywords: | s: reinforced concrete bearing capacity eccentric compression members |
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