Exploring the Impact of Dynamic Winds on Bridge Safety

Authors

  • Luyuan Pei

DOI:

https://doi.org/10.54097/sxyffv14

Keywords:

Bridge wind resistance; wind tunnel test; numerical simulation.

Abstract

As a kind of infrastructure, bridges are of great significance in transportation connection, promoting regional economic development and enhancing cultural and economic development. However, bridges face safety issues such as structural aging and corrosion, the effects of natural disasters, and traffic overloading and vibration. Among them, the Tacoma Bridge in the U.S. unexpectedly collapsed in a wind environment far below the design strength. This has led experts and scholars to expand the design of bridges against the wind from the static wind level to the dynamic wind level. This paper explores the impact of dynamic wind on bridge safety in this research context. Four types of bridge vibration caused by dynamic wind and their damaging effects and hazards will be introduced from various dimensions. It will summarize the methods of wind tunnel testing and numerical simulation to assess the risk of wind exposure of bridges, and propose some relevant wind-resistant measures, such as adopting reasonable design means, strengthening wind load calculation, installing effective vibration-damping devices, and regular maintenance. The purpose of this paper is to provide help for the research on wind resistance of bridges and the construction of bridge projects.

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References

[1] Wei W J, Wang N, Zhao Z S. Engineering failure and engineering science: An example of the Tacoma Strait Bridge accident. Engineering Research-Interdisciplinary Perspective on Engineering, 2020, 12(5): 488-498.

[2] Liu J L. Destruction of Tacoma bridge by wind vibration. Mechanics and Practice, 2007, (1): 13.

[3] Qian K R. Research on the evolution mechanism of nonlinear self-excited force and chattering pattern of three-tower suspension bridge [D]. Southeast University, 2020. DOI: 10.27014/d.cnki.gdnau.2020.000357.

[4] Dong J, Huang L, Liao H, Wang Q. Investigation on suppressing vortex-induced vibrations of the rectangular steel box girder for railway cable-stayed bridges by installing wind fairings. Journal of Wind Engineering and Industrial Aerodynamics, 2021, 219: 104821.

[5] Liu H J, Li H N, Fu X. Wind-resistant performance and failure modes for a semi-submersible offshore platform during jacking closure. Ocean Engineering, 2021, 241: 110102.

[6] Periyasamy D K, Shimpi V, Sivasubramanian M V. Comfort assessment of wind-induced vibrations for slender structures by field monitoring and numerical analysis. Journal of Safety Science and Resilience, 2024, 5(4): 383-399.

[7] Wu B F, Guo M, Qiao X Y. Research on wind resistance measures for large-span bridges. Construction Technology Development, 2020, 47(7): 127-128.

[8] Li P Z. Analysis and research on chattering vibration of large-span bridges [D]. Northeast Forestry University, 2006.

[9] Yang Y Y. Study on wind-induced vibration fatigue of large-span bridges [D]. Southwest Jiaotong University, 2008.

[10] Helgedagsrud T A, Bazilevs Y, Mathisen K M, Øiseth O A. ALE-VMS methods for wind-resistant design of long-span bridges. Journal of Wind Engineering and Industrial Aerodynamics, 2019, 191: 143-153.

[11] Owen J S, Vann A M, Davies J P, Blakeborough A. The prototype testing of Kessock Bridge: Response to vortex shedding. Journal of Wind Engineering and Industrial Aerodynamics, 1996, 60: 91-108.

[12] Frandsen J B. Simultaneous pressures and accelerations measured full-scale on the Great Belt East suspension bridge. Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89(1): 95-129.

[13] Li H, Laima S, Zhang Q, Li N, Liu Z. Field monitoring and validation of vortex-induced vibrations of a long-span suspension bridge. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 124: 54-67.

[14] Ge B, Ma R, Li F, Hu X, Chen A. Probabilistic vortex-induced vibration occurrence prediction of the twin-box girder for long-span cable-stayed bridges based on wind tunnel tests. Engineering Structures, 2022, 262: 114325.

[15] Ozkan E, Mattiello E, Dorigatti F, Taylor Z, Marble E, Istvan M, Yildizhan Y, Kantar O. Sazlidere Bridge Wind Tunnel Testing Assisted Design. IABSE Symposium Istanbul 2023: Long Span Bridges - Proceeding Book, 2023, 936–943.

[16] Cao B, Sarkar P P. Numerical simulation of dynamic response of a long-span bridge to assess its vulnerability to non-synoptic wind. Engineering Structures, 2015, 84: 67-75.

[17] Liu Z, Chen Y, Chen Z. Numerical simulation of critical flutter wind speed of typical bridge deck sections at high attack angles. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2021, 48(1): 82-91.

[18] Liu X, Zeng J, Wang F. Comparative analysis of temporary wind-resistant measures for long-span cable-stayed bridge at construction stage. Journal of Railway Engineering Society, 2024, 41(1): 39-44, 52.

[19] Chen S R, Wu J. Performance enhancement of bridge infrastructure systems: Long-span bridge, moving trucks and wind with tuned mass dampers. Engineering Structures, 2008, 30(11): 3316-3324.

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Published

10-04-2025

How to Cite

Pei, L. (2025). Exploring the Impact of Dynamic Winds on Bridge Safety. Highlights in Science, Engineering and Technology, 137, 125-130. https://doi.org/10.54097/sxyffv14