| 某高层建筑型钢混凝土柱计算分析 |
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| 引用本文： | 林娴.某高层建筑型钢混凝土柱计算分析[J].云南建材,2012(5):86-88. |
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| 作者姓名： | 林娴 |
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| 作者单位： | 福州市建筑设计院,福建福州350001 |
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| 摘 要： | 考虑到型钢混凝土结构比钢筋混凝土结构具有更大的结构承载能力及良好的结构延性，某高层建筑主体结构采用型钢混凝土柱-钢筋混凝土简体结构；型钢混凝土柱正、斜截面设计以《钢骨混凝土结构设计规程》（YB9082—2006）和《型钢混凝土组合结构技术规程》（JGJ138—2001）为依据，在设计中将以上两种规程相互比照并互相参考。
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| 关 键 词： | 型钢混凝土柱 正截面 斜截面 计算分析 |
Computational Analysis of Steel Reinforced Concrete Columns Used in a High-rise Building |
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| Lin Xian.Computational Analysis of Steel Reinforced Concrete Columns Used in a High-rise Building[J].Yunnan Building Materials,2012(5):86-88. |
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| Authors: | Lin Xian |
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| Affiliation: | Lin Xian (Fuzhou Architeetural Design Institute, Fujian Fuzhou 350001) |
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| Abstract: | In consideration of the larger structural-load-carrying capacity and better structural ductility of steel reinforced concrete structures than reinforced concrete structures, the higher tower of a high-rise building with double-tower structure used steel reinforced concrete columns and reinforced concrete tube; The member design of steel reinforced concrete structures based on Technical Specification of Steel-Reinforced Concrete Structures （YB 9082-2006） and Technical specification fbr steel reinforced concrete composite structures, compared and referred the two specifications. |
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| Keywords: | steel reinforced concrete column tube structure computational analysis |
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