| 吴淞路水闸改造工程闸底板的仿真模拟分析 |
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| 引用本文： | 刘汉中,蔡玮良,陆惠萍.吴淞路水闸改造工程闸底板的仿真模拟分析[J].水利水电工程设计,2003,22(4):1-4. |
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| 作者姓名： | 刘汉中 蔡玮良 陆惠萍 |
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| 作者单位： | 上海勘测设计研究院 |
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| 摘 要： | 摘要为全面了解吴淞路水闸改造工程中已建闸底板结构的复杂受力状况，采用三维有限元分析方法，仿真模拟闸底板与地基相互作用下结构的受力特点，反分析实际运行过程中闸底板基底及两侧土体的承载作用，并对新设计工况下原闸底板结构的强度、刚度进行复核分析，从而为加固改造设计提供依据。
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| 关 键 词： | 吴淞路水闸 闸底板 仿真模拟 反分析 刚度 |
| 文章编号： | 1007-6980(2003)04-0001-04 |
| 修稿时间： | 2003年9月10日 |
Simulative analysis of established soleplate in Wusonglu floodgate reconstruction project |
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| Liu Hanzhong,Cai Weiliang,Lu Huiping.Simulative analysis of established soleplate in Wusonglu floodgate reconstruction project[J].Design of Water Resources & Hydroelectric Engineering,2003,22(4):1-4. |
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| Authors: | Liu Hanzhong Cai Weiliang Lu Huiping |
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| Abstract: | To study the complex endurance status about the established soleplate in Wusonglu floodgate reconstruction project, 3-D finite element analysis (FEA) method was applied to simulative analyze its endurance characteristic with the interplay of soleplate and foundation, to converse deduce the support function of soleplate and foundation from its practical observation data. On the basis of analysis result we checked out the structure intensity and stiffness of the established soleplate in new design case, and provided convincing evidence for floodgate reconstruction design. |
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| Keywords: | established soleplate simulative analysis converse deduce checkout |
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