| 泼河大桥结构静力承载性能有限元分析 |
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| 引用本文： | 戴本良.泼河大桥结构静力承载性能有限元分析[J].交通标准化,2008(4):106-109. |
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| 作者姓名： | 戴本良 |
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| 作者单位： | 河南省交通规划勘察设计院,河南,郑州,450052 |
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| 摘 要： | 波形钢腹板PC组合箱梁是新型的桥梁结构型式，结合国内首座装配式波形钢腹板PC连续箱梁桥，采用通用有限元软件对其力学特性进行深入的分析，并通过桥梁静载试验进行验证，可为同类结构桥梁的计算分析提供参考和依据。
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| 关 键 词： | 波形钢腹板 PC组合箱梁 有限元分析 |
| 文章编号： | 1002-4786(2008)04-0106-04 |
| 修稿时间： | 2007年11月23 |
Finite Elements Analysis of Static Performance and Bearing Capacity of Bohe Bridge Structure |
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| DAI Ben-liang.Finite Elements Analysis of Static Performance and Bearing Capacity of Bohe Bridge Structure[J].Communications Standardization,2008(4):106-109. |
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| Authors: | DAI Ben-liang |
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| Institution: | DAI Ben-liang (Henan Provincial Communications Planning Survey ＆ Design Institute, Zhengzhou 450052, China) |
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| Abstract: | PC combining trunk girder bridge with waving steel celiac board is a new type of bridge structure. A thorough analysisi is conducted through finite elements software, integrating the first prefabricated PC combining trunk girder bridge with waving steel celiac board. A bridge static load test is used to verify. It can provide reference for computational analysis of the same kind of structure. |
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| Keywords: | waving steel celiac board PC combining trunk girder finite elements analysis |
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