| 渡槽结构动位移分析 |
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| 引用本文： | 彭利华.渡槽结构动位移分析[J].水科学与工程技术,2011(1):53-55. |
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| 作者姓名： | 彭利华 |
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| 作者单位： | 河北软件职业技术学院,河北,保定,071000 |
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| 摘 要： | 根据渡槽的结构特点,应用ANSYS有限元分析软件,对实际工程中某渡槽进行了抗震分析,探讨了该渡槽在4种工况下的动位移变化范围,结果表明槽内是否有水对结构整体的动位移均有一定影响,所得结果可为该渡槽的抗震设计提供依据.
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| 关 键 词： | 渡槽结构 有限元 动位移 |
Study on Dynamic Displacement of Aqueduct |
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| PENG Li-hua.Study on Dynamic Displacement of Aqueduct[J].Water Sciences and Engineering Technology,2011(1):53-55. |
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| Authors: | PENG Li-hua |
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| Affiliation: | PENG Li-hua(Hebei Software Institute,Baoding 071000,China) |
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| Abstract: | Based on structural characteristics of aqueduct and finite element method software ANSYS,seismic response analysis is conducted for a large-scale aqueduct.The instance of distributing of dynamic displacement of the aqueduct under four conditions is studied.The conditions with water whether or not,or with part water influence the value of dynamic displacement The computation results lay the foundation for systematic design of the aqueduct. |
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| Keywords: | aqueduct structure finite element methods dynamic displacement |
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