| 钢管混凝土拱桥拱肋吊装过程的线形优化方法 |
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| 引用本文： | 袁海庆,范剑锋,范小春.钢管混凝土拱桥拱肋吊装过程的线形优化方法[J].武汉理工大学学报,2002,24(2):32-35. |
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| 作者姓名： | 袁海庆 范剑锋 范小春 |
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| 作者单位： | 1. 武汉理工大学,武汉,430070
2. 武汉理工大学 |
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| 摘 要： | 针对南里渡特大桥钢管拱肋吊装的施工工艺，提出了模拟该过程的两阶段拱肋线形优化方法。通过对整个过程的模拟分析，认为该优化方法能有效地满足设计精度要求。
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| 关 键 词： | 钢管混凝土拱桥 拱肋吊装 线形优化方法 线形优化 |
| 文章编号： | 1671-4431(2002)02-0032-04 |
| 修稿时间： | 2001年9月5日 |
Study of Line-shape Optimizing Method About Rib-assembling Coursing of Concrete Filled Steel Tubular Arc Bridges |
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| Yuan Haiqing,Fan Jianfeng,Fan Xiaochun.Study of Line-shape Optimizing Method About Rib-assembling Coursing of Concrete Filled Steel Tubular Arc Bridges[J].Journal of Wuhan University of Technology,2002,24(2):32-35. |
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| Authors: | Yuan Haiqing Fan Jianfeng Fan Xiaochun |
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| Affiliation: | Yuan Haiqing Fan Jianfeng Fan Xiaochun |
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| Abstract: | According to the construction technology about rib assembling coursing of NanLiDu Long Span Arc Bridges of Concrete Filled Steel Tubular,the two stage line shape optimizing method is presented in this paper which simulates of the whole procedure. By this simulation analysis of the whole procedure, this method can satisfies the need of design precision in efficiency. |
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| Keywords: | NanLiDu long span arc bridge rib assembling line shape optimization |
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