| 组合砖墙体系抗压承载力研究 |
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| 引用本文： | 闾成德.组合砖墙体系抗压承载力研究[J].江苏建筑,2009(4):20-21. |
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| 作者姓名： | 闾成德 |
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| 作者单位： | 扬州工业职业技术学院,江苏扬州,225000 |
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| 摘 要： | 文章主要讨论了"等效截面法"、"试验研究法"、"极限应变法"等3种方法计算组合墙体系的抗压承栽力,并分析了组合墙体系承栽力的影响因素,研究后发现试验研究法较为合理适用.
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| 关 键 词： | 构造柱 组合墙 抗压承载力 计算方法 |
Research on Compressive Capacity of Composite Brick Wall System |
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| LV Cheng-de.Research on Compressive Capacity of Composite Brick Wall System[J].Jiangsu Construction,2009(4):20-21. |
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| Authors: | LV Cheng-de |
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| Affiliation: | Department of Civil Engineering;Yangzhou College of Industrial Technology;Yangzhou Jiangsu 225000 China |
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| Abstract: | This paper mainly discussed the "equivalent section method","experimental study of law","limit strain method",and other methods of calculating the combination of compressive bearing capacity of the composite brick wall system,and analyzed influencing factors of composite brick Wall compressive capacity.The results of research showed that of the experimental study was more reasonable and applicable. |
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| Keywords: | structural column composite brick wall compressive capacity calculation method |
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