A State-of-the-Art Study of Vortex-Excited Vibration Problems in Large-Span Flat Steel Box Girder Bridges

IF 2 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Sai Gong, Peng Tang, Shucheng Yang, Qiwen Jin, Jiawu Li
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引用次数: 0

Abstract

Windborne vibration of large-span bridges occurs from time to time, especially the abnormal windborne vibration of urban bridges, which often causes public panic. The paper consists of four parts. Specifically, the first part analyzes the wind challenges of large-span bridges, including the formation mechanism of wind-induced vibration disaster of large-span bridges and typical cases, as well as the limitations of the current wind design codes. The second part reviews the analysis models and experimental techniques of vortex-excited vibration (VIV) of large-span bridges, including the development and innovation of the theoretical models and breakthroughs and challenges of the experimental techniques. The third part, which is also the focus of the paper, presents the existing scientific problems and technical bottlenecks of VIV research, including the theoretical modeling level and probabilistic analysis level. In the fourth part, alternative models and new ideas of probabilistic models for the analysis of VIV problems of large-span flat steel box girder bridges are proposed, which hopefully can provide reference for the further solving of the problem of VIV of large-span flat steel box girder bridges.

大跨度扁钢箱梁桥涡激振动问题的研究进展
大跨度桥梁的风传振动时有发生,尤其是城市桥梁的异常风传振动,往往引起公众的恐慌。本文由四个部分组成。具体来说,第一部分分析了大跨度桥梁的风挑战,包括大跨度桥梁风振灾害的形成机理和典型案例,以及现行风设计规范的局限性。第二部分综述了大跨度桥梁涡激振动的分析模型和实验技术,包括理论模型的发展与创新以及实验技术的突破与挑战。第三部分,也是本文的重点,提出了VIV研究中存在的科学问题和技术瓶颈,包括理论建模层面和概率分析层面。第四部分提出了分析大跨度扁钢箱梁桥振动振动问题的备选模型和概率模型的新思路,希望能为进一步解决大跨度扁钢箱梁桥振动振动问题提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.10
自引率
0.00%
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审稿时长
19 weeks
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