Aerostatics Behaviors of Large-span Suspension Bridge with Advanced Composite Cables

Journal of Chongqing Jiaotong University(Natural Science) ›› 1999, Vol. 18 ›› Issue (3): 1-6.

Aerostatics Behaviors of Large-span Suspension Bridge with Advanced Composite Cables

FANG Ming-shan¹, XIANG Hai-fan², XIAO Ru-cheng²

1. Road & Bridge construction investment corporation, Xiamen 361009, China;
2. Tongji University, Shanghai 200092, China

Received:1998-11-30 Online:1999-06-22 Published:2016-10-31

超大跨径复合材料悬索桥静风性能研究

方明山¹, 项海帆², 肖汝诚²

1. 厦门路桥建设投资总公司, 福建厦门 361009;
2. 上海同济大学桥梁工程系, 上海 200092

作者简介:方明山(1969-),男,福建人,厦门路桥建设投资总公司工程师,博士,从事大跨悬索桥结构监控系统的开发研究.
基金资助:
国家自然科学基金九·五重大项目,"大型复杂结构的关键理论及设计理论",项目号59895410

Abstract

Abstract: In this paper, nonlinear aerostaitcs stability theory and presented program has been applied to analysis aerostatics behaviors of large-span suspension bridges with advanced composite main cables.Some important results have been obtained.

Key words: super-long-span suspension bridge, wind-resistance design of bridge, nonlinear aerostatics stability theory, paogram system, advanced composite cables

摘要： 通过运用非线性空气静力稳定理论及开发的程序系统,对超大跨径悬索桥领域结构的空气静力性能展开了分析与比较,获得了一些重要的结论.

关键词: 超大跨径桥梁, 静力抗风设计, 非线性空气静力稳定理论, 程序系统, 高级复合材料缆索

CLC Number:

U442

FANG Ming-shan, XIANG Hai-fan, XIAO Ru-cheng. Aerostatics Behaviors of Large-span Suspension Bridge with Advanced Composite Cables[J]. Journal of Chongqing Jiaotong University(Natural Science), 1999, 18(3): 1-6.

方明山, 项海帆, 肖汝诚. 超大跨径复合材料悬索桥静风性能研究[J]. 重庆交通大学学报（自然科学版）, 1999, 18(3): 1-6.