| 沿截面高度配筋的混凝土偏压构件正截面承载力计算 |
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| 引用本文： | 傅玉良,程文瀼,李秀华. 沿截面高度配筋的混凝土偏压构件正截面承载力计算[J]. 淮阴工学院学报, 2005, 14(1): 60-63 |
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| 作者姓名： | 傅玉良 程文瀼 李秀华 |
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| 作者单位： | 东南大学,土木工程学院,南京,210096;淮阴工学院,建筑工程系,江苏,淮安,223001 |
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| 摘 要： | 基于极限状态的截面应力-应变关系，采用非线性分析方法，研究了沿截面高度均匀配筋的Ⅰ型截面混凝土偏压构件正截面承载力计算方法，并通过算例将本文算法与现行混凝土结构规范以及高层混凝土结构技术规程中的计算方法进行比较。
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| 关 键 词： | 沿截面高度配筋 偏压 承载力 |
| 文章编号： | 1009-7961(2005)01-0060-04 |
| 修稿时间： | 2004-10-16 |
Calculation of the Cross Sectional Bearing Capacity of Eccentrically Compressed RC Members with Reinforcements along the Height of the Cross Section |
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| FU Yu-liang,CHENG Wen-rang,LI Xiu-hua. Calculation of the Cross Sectional Bearing Capacity of Eccentrically Compressed RC Members with Reinforcements along the Height of the Cross Section[J]. Journal of Huaiyin Institute of Technology, 2005, 14(1): 60-63 |
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| Authors: | FU Yu-liang CHENG Wen-rang LI Xiu-hua |
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| Affiliation: | FU Yu-liang~1,CHENG Wen-rang~1,LI Xiu-hua~2 |
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| Abstract: | Based on the stress-strain relation of limited state, a nonlinear analytical method is adopted to study the calculating method of eccentrically compressed I shaped RC members with reinforcements proportionally distributed along the height of the cross section. By virtue of a computing example, the algorithm presented in this paper is compared with methods in present code for concrete structures and technical specification for concrete structures of tall building. |
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| Keywords: | reinforcements along the height of cross section eccentric compressed bearing capacity |
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