| 纵筋布置形式对钢筋混凝土宽肢L形截面柱延性影响的研究 |
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| 引用本文： | 凌国飞. 纵筋布置形式对钢筋混凝土宽肢L形截面柱延性影响的研究[J]. 工程建设与设计, 2010, 0(2): 29-31 |
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| 作者姓名： | 凌国飞 |
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| 作者单位： | 广州大学建筑设计研究院,广州,510006 |
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| 摘 要： | 根据钢筋混凝土双向压弯柱的工作机理,提出了用全过程非线性分析来研究双向压弯截面柱延性的方法,并编制了相应的计算程序。通过对3种不同配筋方式的钢筋混凝土宽肢L形截面柱的电算结果分析,对不同纵筋布置形式下该柱的延性变化规律进行了讨论,提出了优化的纵筋配筋方式。
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| 关 键 词： | L形截面柱 非线性分析 配筋 |
Study for Ductility of R.C.L-shaped Columns of Different Rangement of Reinforcement |
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| LING Guo-fei. Study for Ductility of R.C.L-shaped Columns of Different Rangement of Reinforcement[J]. Construction & Design for Project, 2010, 0(2): 29-31 |
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| Authors: | LING Guo-fei |
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| Affiliation: | The Architectural Design Institute of Guangzhou University;Guangzhou 510006;China |
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| Abstract: | A method for the nonlinear analysis of complete response process for ductility of R.C. columns subjected to biaxially eccentric loading is presented. According to analytical results of 3 kinds of different rangement of reinforcement, the ductile behavior of R.C. L-shaped columns are investigated, the design suggestions related to rangement of reinforcement are also proposed. |
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| Keywords: | L-shaped section nonlinear analysis rangement of reinforcement |
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