| 非对称截面型钢混凝土柱的正截面承载力计算方法 |
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| 引用本文： | 乌不力艾山,阿里甫江.夏木西. 非对称截面型钢混凝土柱的正截面承载力计算方法[J]. 工业建筑, 2006, 36(Z1): 448-451 |
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| 作者姓名： | 乌不力艾山 阿里甫江.夏木西 |
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| 作者单位： | 新疆大学,建筑工程学院,乌鲁木齐,830008 |
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| 摘 要： | 通过强度叠加方法的分析,提出了非对称型钢和对称钢筋截面型钢混凝土柱的正截面承载力计算公式,并举例演示公式的运用过程。例题计算结果与理论值吻合较好。
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| 关 键 词： | 非对称 型钢混凝土柱 正截面 |
| 修稿时间： | 2005-12-25 |
CALCULATION METHOD FOR LOADING CARRYING CAPABILITY OF NORMAL SECTION FOR SRC COLUMNS WITH DISSYMMETRICALLY PLACED STEEL |
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| Wubuli Aishan,Alifujiang Xiamuxi. CALCULATION METHOD FOR LOADING CARRYING CAPABILITY OF NORMAL SECTION FOR SRC COLUMNS WITH DISSYMMETRICALLY PLACED STEEL[J]. Industrial Construction, 2006, 36(Z1): 448-451 |
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| Authors: | Wubuli Aishan Alifujiang Xiamuxi |
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| Affiliation: | Architectural and Civil Engineering College of Xinjiang University Urumqi 830008 |
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| Abstract: | Depending upon strength stacking method,calculation formulas were presented for loading carrying capability of normal section for SRC columns with dissymmetrically placed steel and symmetrically placed rebar,and the usage of formulas was demonstrated by an applied example.The result of the example was close to its theoretical result. |
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| Keywords: | dissymmetry SRC column normal section |
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