| 弹性地基高墩非线性稳定分析 |
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| 引用本文： | 刘晓舟.弹性地基高墩非线性稳定分析[J].中南公路工程,2007,32(1):122-123,130. |
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| 作者姓名： | 刘晓舟 |
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| 作者单位： | 中交第二公路勘察设计研究院 湖北武汉430056 |
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| 摘 要： | 以弹性基础的高桥墩为研究对象,在考虑几何非线性和材料非线性的基础上,利用ANSYS进行非线性稳定分析,并将其结果与刚性基础情况下的分析结果进行比较。
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| 关 键 词： | 弹性基础 高墩 非线性 有限元 稳定 |
| 文章编号： | 1002-1205（2007）01-0122-02 |
| 修稿时间： | 2006-02-16 |
The Nolinear Stabilization Analysis of High Pier with Elastic Foundation |
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| LIU Xiaozhou.The Nolinear Stabilization Analysis of High Pier with Elastic Foundation[J].Central South Highway Engineering,2007,32(1):122-123,130. |
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| Authors: | LIU Xiaozhou |
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| Institution: | The Second Highway Survey and Design Institute, Wuahn 430056, Hubei, China |
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| Abstract: | Regard high pier in elastic foundation as the research object,on the foundation considering geometry nolinear and material nolinear,make use of the ANSYS proceed nolinear stability analysis ,combine its result and the analysis result proceeding that rigid foundation circumstance descend comparison. |
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| Keywords: | elastic foundation high pier nolinear finite elements stabilization |
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