| 派河三桥施工监控仿真分析 |
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| 引用本文： | 郭杨,杜勇峰.派河三桥施工监控仿真分析[J].安徽建筑,2006,13(4):133-134. |
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| 作者姓名： | 郭杨 杜勇峰 |
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| 作者单位： | 1. 安徽省建筑科学研究设计院,安徽,合肥,230001
2. 合肥工业大学土木建筑工程学院,安徽,合肥,230009 |
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| 摘 要： | 文章首先分析了派河三桥这种不等跨、宽箱梁斜拉桥的受力特点及施工控制难点,然后通过有限元分析软件对该桥的施工过程和成桥状态进行模拟,得出了其各施工阶段的受力状态,并由此确定了对于这种独特的斜拉桥的施工监控的内容和要点。
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| 关 键 词： | 斜拉桥 施工监控 仿真分析 |
| 文章编号： | 1007-7359(2006)04-0133-02 |
| 收稿时间： | 2006-06-16 |
| 修稿时间： | 2006年6月15日 |
Simulation Analysis of the Construction Supervision of the No.3 Paihe Bridge |
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| Guo Yang,Du Yongfeng.Simulation Analysis of the Construction Supervision of the No.3 Paihe Bridge[J].Anhui Architecture,2006,13(4):133-134. |
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| Authors: | Guo Yang Du Yongfeng |
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| Affiliation: | 1.Auhui Research and Design Institute for Architectural Science,Hefei 23001,China;2.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China |
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| Abstract: | This paper first analyzes the load-bearing characters and construction controlling difficulties of the cable-stayed bridge-the No.3 Paihe Bridge that has unequal span and broad box beam structure and then makes simulation to the construction process and formed bridge state with FEA software in order to bring out its load-bearing situations in different stages and hereby to determine the supervision contents and essentials for this special cable-stayed bridge. |
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| Keywords: | cable-stayed bridge construction supervision simulation analysis |
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