| 悬索桥的几何非线性分析 |
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| 引用本文： | 乔婷婷,罗晓英. 悬索桥的几何非线性分析[J]. 山西交通科技, 2008, 0(6): 30-31 |
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| 作者姓名： | 乔婷婷 罗晓英 |
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| 作者单位： | 山西省公路局长治分局勘测设计所; |
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| 摘 要： | 大跨度悬索桥结构具有显著的几何非线性行为,且在悬索桥结构计算中必须考虑其非线性。因此,系统介绍了悬索桥的几何非线性影响因素,分析的基本原理及计算方法。
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| 关 键 词： | 悬索桥 几何非线性 结构 分析 |
The Geometrical Nonlinear Analysis of Suspension Bridges |
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| QIAO Ting-ting,LUO Xiao-ying. The Geometrical Nonlinear Analysis of Suspension Bridges[J]. Shanxi Science & Technology of Communications, 2008, 0(6): 30-31 |
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| Authors: | QIAO Ting-ting LUO Xiao-ying |
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| Affiliation: | QIAO Ting-ting,LUO Xiao-ying(Changzhi Branch of Shanxi Provincial Highway Bureau,Changzhi,Shanxi 046000,China) |
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| Abstract: | Long-span suspension bridges has a significant geometry nonlinear,and it must be considered in the structure analysis.Therefore,this paper introduced the influenced factors,the basic principles and calculation methods of geometrical nonlinear of suspension bridges. |
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| Keywords: | suspension bridge geometrical nonlinear structure analysis |
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