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三塔悬索桥施工过程静风稳定性分析

郭辉 孙华卿

市政技术2011,Vol.29Issue(5):50-52,55,4.
市政技术2011,Vol.29Issue(5):50-52,55,4.

三塔悬索桥施工过程静风稳定性分析

Aerostatic Stability Analysis of Three-tower Suspension Bridge During Construction

郭辉 1孙华卿2

作者信息

  • 1. 上海市政工程设计研究总院集团浙汀市政设计院有限公司,浙江杭州310032
  • 2. 德清中大莫干山生态园开发建设有限公司,浙江德清313200
  • 折叠

摘要

Abstract

By taking a three-tower suspension bridge--Taizhou Highway Bridge over Yangtze River with main span of 1 080 m as example, by using 3D structural nonlinear aerostatic analysis, the influence of deck erection sequence on the aerostatic stability during the whole construction process is revealed, and the favorable deck erection sequence is also proposed with respect to the aerostatic stability.The resuhs show that good aerostatic stability can be obtained for threetower suspension bridges as the deck erection starts simultaneously from the pylons to the midpoints of main spans.

关键词

三塔悬索桥/施工过程/静风稳定性

Key words

three-tower suspension bridge/construction process/aerostatic stability

分类

交通工程

引用本文复制引用

郭辉,孙华卿..三塔悬索桥施工过程静风稳定性分析[J].市政技术,2011,29(5):50-52,55,4.

市政技术

1009-7767

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