| 几何非线性对大跨斜拉桥稳定性的影响 |
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| 引用本文： | 肖光宏 张秋陵 黄明海. 几何非线性对大跨斜拉桥稳定性的影响[J]. 重庆交通学院学报, 2007, 26(3): 7-19,32 |
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| 作者姓名： | 肖光宏 张秋陵 黄明海 |
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| 作者单位： | 重庆交通大学土木建筑学院 重庆400074(肖光宏，黄明海)，重庆交通大学河海学院 重庆400074(张秋陵) |
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| 摘 要： | 针对主跨460 m的预应力钢筋砼斜拉桥—重庆奉节长江大桥,运用有限元系统ANSYS分析施工及成桥状态下,线性和非线性因素对整体稳定性的影响,并根据ANSYS计算所得参数对大桥稳定性进行评价.
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| 关 键 词： | 斜拉桥 有限元 几何非线性 整体稳定性 |
| 修稿时间： | 2006-04-30 |
Influences of the Geometric Nonlinear on the Stablity of Long-span Cable-stayed Bridges |
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| XIAO Guang-hong, ZHANG Qiu-ling, HUANG Ming-hai. Influences of the Geometric Nonlinear on the Stablity of Long-span Cable-stayed Bridges[J]. Journal of Chongqing Jiaotong University, 2007, 26(3): 7-19,32 |
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| Authors: | XIAO Guang-hong ZHANG Qiu-ling HUANG Ming-hai |
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| Abstract: | Based on the Chongqing Fengjie Yangtze River Bridge with span of 460m,the influences of Geometry linear and nonlinear on the stability of long-span cable-stayed bridge was analysed in the construction stage and the service stage.The stability of the bridge was evaluated with calculating results from software ANSYS. |
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| Keywords: | cable-stayed bridge finite element method the geometric nonlinear stability analysis |
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