| 大水位差架空直立式码头三维数值分析 |
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| 引用本文： | 马军,李灼.大水位差架空直立式码头三维数值分析[J].山西建筑,2008,34(18):83-84. |
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| 作者姓名： | 马军 李灼 |
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| 作者单位： | 重庆市交通规划勘察设计院,重庆,400067 |
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| 摘 要： | 采用三维有限元数值分析方法,对大水位差架空直立式码头的力学特性展开了分析,得到了有限元简化分析时的结构内力及其误差,并在此基础上对结构的模态及其塑性破坏过程进行了分析,得到了内河架空直立式码头基础与结构共同作用的一些规律及其码头结构的破坏模式。
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| 关 键 词： | 大水位差 架空直立式码头 数值分析 |
Three-dimensional numerical analysis of the overhead port with great height of water |
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| MA Jun,LI Zhuo.Three-dimensional numerical analysis of the overhead port with great height of water[J].Shanxi Architecture,2008,34(18):83-84. |
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| Authors: | MA Jun LI Zhuo |
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| Affiliation: | MA Jun LI Zhuo |
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| Abstract: | This paper based on the three-dimensional FEM method,studied on the mechanical characters of the overhead port structure.Comparative analyses are made to examine characteristics of FEM method.And the comparative computations are conducted to analysis of the modality and plastic collapse.Then the paper educed the combined action of pile and foundation as well as the damage model of the structure. |
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| Keywords: | height of water overhead port numerical analysis |
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