| 混凝土薄壳结构有限元数值模拟 |
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| 引用本文： | 高尔新,成志辉,徐锋.混凝土薄壳结构有限元数值模拟[J].工业建筑,2005,35(Z1):256-258. |
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| 作者姓名： | 高尔新 成志辉 徐锋 |
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| 作者单位： | 中国矿业大学(北京校区),北京,100083 |
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| 摘 要： | 结合混凝土薄壳结构在某实际工程中的应用,采用通用的结构分析软件ANSYS对混凝土薄壳结构进行了数值模拟,主要分析了壳体受各种荷载、地震作用以及组合工况下的内力计算,最终得出了壳体结构受力性能合理、刚度较大等结论。
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| 关 键 词： | 混凝土薄壳结构 数值模拟 地震作用 |
FINITE ELEMENT METHOD NUMERICAL SIMULATION OF THIN SHELL CONCRETE STRUCTURE |
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| Gao Erxin,Cheng Zhihui,Xu Feng.FINITE ELEMENT METHOD NUMERICAL SIMULATION OF THIN SHELL CONCRETE STRUCTURE[J].Industrial Construction,2005,35(Z1):256-258. |
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| Authors: | Gao Erxin Cheng Zhihui Xu Feng |
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| Affiliation: | China University of Mining and Technology Beijing 100083 |
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| Abstract: | Based on the application of thin shell concrete structure in an engineering construction,ANSYS(a very common constructure analysis software)is used to conduct numerical simulationIt is mainly analysed that various loadings of shell,function of earthquake and inner forces on combined conditionsThe conclusion is that force of shell structure is reasonable and the rigidity is higher |
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| Keywords: | thin shell concrete structure numerical simulation earthquake effect |
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