| 高耸塔体结构的有限元分析 |
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| 引用本文： | 李明惠. 高耸塔体结构的有限元分析[J]. 金陵科技学院学报, 2007, 23(2): 30-33 |
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| 作者姓名： | 李明惠 |
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| 作者单位： | 金陵科技学院建筑工程学院,江苏,南京,210001 |
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| 摘 要： | 结合工程实例,对高耸塔体进行有限元分析。通过计算出风荷载、地震荷载,用有限元方法进行应力和变形分析,提高了结果的准确性,节约了成本;对容易出现的问题提出了解决的办法,为今后此类特种结构的设计积累了经验。
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| 关 键 词： | 高耸塔体 结构 有限元 应力 变形 |
| 文章编号： | 1672-755X（2007）02-0030-04 |
| 收稿时间： | 2007-05-01 |
| 修稿时间： | 2007-05-012007-05-18 |
Finite Element Analysis of High-rise Tower Structure |
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| LI Ming-hui. Finite Element Analysis of High-rise Tower Structure[J]. Journal of Jinling Institute of Technology, 2007, 23(2): 30-33 |
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| Authors: | LI Ming-hui |
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| Affiliation: | Jinling Institute of Technology, Nanjing 210001, China |
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| Abstract: | The analysis of stress in high-rise tower structure is complex,and its calculation is complicated.In view of these,the paper,combined with practical engineering examples,makes a finite element analysis of the stress and deformation of the tower structure after calculating its wind load and earthquake load.It improves the accuracy of the outcome,reduces the cost,provides solutions to common problems,and enriches experiences for such special type structure for the future. |
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| Keywords: | high-rise tower structure finite element stress deform |
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