| 关于天津大道墩柱的受力特征及钢筋合理性布置的探讨 |
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| 引用本文： | 李连强,杨亮,陈明贵.关于天津大道墩柱的受力特征及钢筋合理性布置的探讨[J].城市道桥与防洪,2010(8):67-71. |
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| 作者姓名： | 李连强 杨亮 陈明贵 |
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| 作者单位： | 天津市政工程设计研究院,天津市,300457;天津市政工程设计研究院,天津市,300457;天津市政工程设计研究院,天津市,300457 |
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| 摘 要： | 该文结合空间有限元计算程序Midas FEA的计算结果,对天津大道的独柱花瓶式异型桥墩受力特征进行分析,对墩帽钢筋的合理性布置进行探讨,以期指导设计。
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| 关 键 词： | 独柱花瓶式异型桥墩 墩帽局部分析 深梁 材料非线性 裂缝 抗剪 |
Discussion on Stress Character of Pier Column and Reasonable Layout of Reinforcement of Tianjin Avenue |
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| Li Lianqiang,Yang Liang,Chen Minggui.Discussion on Stress Character of Pier Column and Reasonable Layout of Reinforcement of Tianjin Avenue[J].Urban Roads Bridges & Flood Control,2010(8):67-71. |
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| Authors: | Li Lianqiang Yang Liang Chen Minggui |
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| Abstract: | According to the calculation result by the space finite element calculation program Midas FEA,the article analyzes the stress character of single-column vase-deformed pier of Tianjin Avenue,and discusses the reasonable layout of reinforcement for the pier cap able to be referred for the design. |
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| Keywords: | single-column vase-deformed pier partial analysis of pier cap deep girder nonlinear of material crack |
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