| 南京长江二桥斜拉桥施工过程稳定性分析 |
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| 引用本文： | 赵雷,杨兴旺.南京长江二桥斜拉桥施工过程稳定性分析[J].公路交通科技,2005,22(7):78-81. |
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| 作者姓名： | 赵雷 杨兴旺 |
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| 作者单位： | 西南交通大学土木工程学院,四川,成都,610031 |
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| 摘 要： | 针对南京二桥南汊钢斜拉桥,考虑结构的非线性和构件的极限承载能力,计入施工过程的变形和应力的叠加效应,用包含梁和索单元的空间组合结构模型,进行了大桥的结构行为分析,着重研究了在施工全过程中的结构稳定性问题。
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| 关 键 词： | 斜拉桥 施工 非线性 稳定性 有限元法 结构分析 |
| 文章编号： | 1002-0268(2005)07-0078-04 |
| 修稿时间： | 2004年4月27日 |
Stablity Analysis of the Second Nanjing Yangtze River Cable-Stayed Bridge During Construction |
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| ZHAO Lei,YANG Xing-wang.Stablity Analysis of the Second Nanjing Yangtze River Cable-Stayed Bridge During Construction[J].Journal of Highway and Transportation Research and Development,2005,22(7):78-81. |
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| Authors: | ZHAO Lei YANG Xing-wang |
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| Abstract: | For the steel cable-stayed bridge of second Nanjing Yangtse River Bridge,a 3-dimensional compound structural calculation model constructed by beams and rope elements was used to analyze the structural behavior of the bridge.In the analysis,the structural nonlinearity and ultimate bearing capacity of members were considered,and the deformations during construction and the superposition effect of stresses were also taken into account.The emphasis of the study was focused on the structural stability during construction. |
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| Keywords: | Cable-stayed bridge Construction Nonlinear Stability Finite element method Structural analysis |
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