Open access
Technical Papers
Jul 28, 2022

Risk Assessment of Wind-Induced Vehicle Accidents on Long-Span Bridges Using Onsite Wind and Traffic Data

Publication: Journal of Structural Engineering
Volume 148, Issue 10

Abstract

A systematic approach was proposed to assess vehicle accident risk over sea-crossing bridges under strong winds. The annual frequency of an accident was evaluated as a risk index using the information on daily traffic volumes, the ratio of high-sided vehicles, and the long-term distribution of the speed and direction of the wind at the bridge site. The approach considered the effect that deck shapes and road alignments exert on vehicle stability. The risk index was estimated by accounting for the entire road sections of the examined bridge, including approach spans. The proposed method successfully identified the vulnerable positions along the bridge and the vehicle types. The application on a sea-crossing bridge demonstrated the usefulness of the proposed risk-assessment approach in determining a preferable mitigation strategy with less traffic intervention or minimized windscreen installation by quantitative comparisons between risk indices of several possible measures.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by a Grant (21SCIP-B119963-06) from the Ministry of Land, Infrastructure, and Transport of the Korean Government. The authors are thankful to Principal Engineer Young-Kook Kim, the Bridge Management Team Leader of Busan Infrastructure Corporation, for field-measured wind data and his comments on this study.

References

Baker, C. 1987. “Measures to control vehicle movement at exposed sites during windy periods.” J. Wind Eng. Ind. Aerodyn. 25 (2): 151–161. https://doi.org/10.1016/0167-6105(87)90013-4.
Baker, C. 1991. “Ground vehicles in high cross winds part III: The interaction of aerodynamic forces and the vehicle system.” J. Fluids Struct. 5 (2): 221–241. https://doi.org/10.1016/0889-9746(91)90478-8.
Baker, C. 2015. “Risk analysis of pedestrian and vehicle safety in windy environments.” J. Wind Eng. Ind. Aerodyn. 147 (Dec): 283–290. https://doi.org/10.1016/j.jweia.2015.10.001.
Baker, C., and N. Humphreys. 1996. “Assessment of the adequacy of various wind tunnel techniques to obtain aerodynamic data for ground vehicles in cross winds.” J. Wind Eng. Ind. Aerodyn. 60 (Apr): 49–68. https://doi.org/10.1016/0167-6105(96)00023-2.
Batista, M., and M. Perkovič. 2014. “A simple static analysis of moving road vehicle under crosswind.” J. Wind Eng. Ind. Aerodyn. 128 (May): 105–113. https://doi.org/10.1016/j.jweia.2014.02.009.
Chen, N., Y. Li, B. Wang, Y. Su, and H. Xiang. 2015. “Effects of wind barrier on the safety of vehicles driven on bridges.” J. Wind Eng. Ind. Aerodyn. 143 (Aug): 113–127. https://doi.org/10.1016/j.jweia.2015.04.021.
Chen, S., and C. Cai. 2004. “Accident assessment of vehicles on long-span bridges in windy environments.” J. Wind Eng. Ind. Aerodyn. 92 (12): 991–1024. https://doi.org/10.1016/j.jweia.2004.06.002.
Coleman, S., and C. Baker. 1992. “The reduction of accident risk for high sided road vehicles in cross winds.” J. Wind Eng. Ind. Aerodyn. 44 (1–3): 2685–2695. https://doi.org/10.1016/0167-6105(92)90060-N.
Dorigatti, F., M. Sterling, C. J. Baker, and A. D. Quinn. 2015. “Crosswind effects on the stability of a model passenger train—A comparison of static and moving experiments.” J. Wind Eng. Ind. Aerodyn. 138 (Mar): 36–51. https://doi.org/10.1016/j.jweia.2014.11.009.
Dorigatti, F., M. Sterling, D. Rocchi, M. Belloli, A. Quinn, C. Baker, and E. Ozkan. 2012. “Wind tunnel measurements of crosswind loads on high sided vehicles over long span bridges.” J. Wind Eng. Ind. Aerodyn. 107 (Aug): 214–224. https://doi.org/10.1016/j.jweia.2012.04.017.
Hou, G., S. Chen, and F. Chen. 2019. “Framework of simulation-based vehicle safety performance assessment of highway system under hazardous driving conditions.” Transp. Res. Part C Emerging Technol. 105 (Aug): 23–36. https://doi.org/10.1016/j.trc.2019.05.035.
Imai, T., T. Fujii, K. Tanemoto, T. Shimamura, T. Maeda, H. Ishida, and Y. Hibino. 2002. “New train regulation method based on wind direction and velocity of natural wind against strong winds.” J. Wind Eng. Ind. Aerodyn. 90 (12–15): 1601–1610. https://doi.org/10.1016/S0167-6105(02)00273-8.
Kim, D. H., S. D. Kwon, I. K. Lee, and B. W. Jo. 2011. “Design criteria of wind barriers for traffic—Part 2: Decision making process.” Wind. Struct. 14 (1): 71–80. https://doi.org/10.12989/was.2011.14.1.071.
Kim, S., J.-Y. Lim, and H.-K. Kim. 2021. “Decision framework for traffic control on sea-crossing bridges during strong winds.” J. Bridge Eng. 26 (8): 04021048. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001741.
Kim, S.-J. 2020. “Probabilistic stability evaluation of vehicles under strong winds for bridge traffic control.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Seoul National Univ.
Kim, S.-J., and H.-K. Kim. 2019. “Feasibility of a quasi-static approach in assessing side-wind hazards for running vehicles.” Appl. Sci. 9 (16): 3377. https://doi.org/10.3390/app9163377.
Kim, S.-J., J.-H. Shim, and H.-K. Kim. 2020. “How wind affects vehicles crossing a double-deck suspension bridge.” J. Wind Eng. Ind. Aerodyn. 206 (Nov): 104329. https://doi.org/10.1016/j.jweia.2020.104329.
Kim, S.-J., C.-H. Yoo, and H.-K. Kim. 2016. “Vulnerability assessment for the hazards of crosswinds when vehicles cross a bridge deck.” J. Wind Eng. Ind. Aerodyn. 156 (Sep): 62–71. https://doi.org/10.1016/j.jweia.2016.07.005.
Korea Transport Institute. 2016. National freight O/D preliminary survey. Seoul: Korea Transport Database.
KSCE (Korean Society of Civil Engineering). 2006. Design guidelines for steel cable-supported bridges. Seoul: KSCE.
Liu, P. 1999. “Analysis, detection and early warning control of dynamic rollover of heavy freight vehicles.” Ph.D. thesis, Dept. of Mechanical and Industrial Engineering, Concordia Univ.
Ministry of Land, Infrastructure, and Transport. 2020. Statistical yearbook of MOLIT. Seoul: Ministry of Land, Infrastructure, and Transport.
Reymert, S., A. Rönnquist, and O. Øiseth. 2022. “Systematic metadata analysis of wind-exposed long-span bridges for road vehicle safety assessments.” J. Bridge Eng. 27 (2): 04021104. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001822.
Shinozuka, M. 1971. “Simulation of multivariate and multidimensional random processes.” J. Acoust. Soc. 49 (1B): 357–368. https://doi.org/10.1121/1.1912338.
Sterling, M., A. Quinn, D. Hargreaves, F. Cheli, E. Sabbioni, G. Tomasini, D. Delaunay, C. Baker, and H. Morvan. 2010. “A comparison of different methods to evaluate the wind induced forces on a high sided lorry.” J. Wind Eng. Ind. Aerodyn. 98 (1): 10–20. https://doi.org/10.1016/j.jweia.2009.08.008.
Strømmen, E. 2010. Theory of bridge aerodynamics. Berlin: Springer.
Suzuki, M., K. Tanemoto, and T. Maeda. 2003. “Aerodynamic characteristics of train/vehicles under cross winds.” J. Wind Eng. Ind. Aerodyn. 91 (1–2): 209–218. https://doi.org/10.1016/S0167-6105(02)00346-X.
Wang, B., and Y. L. Xu. 2015. “Safety analysis of a road vehicle passing by a bridge tower under crosswinds.” J. Wind Eng. Ind. Aerodyn. 137 (Feb): 25–36. https://doi.org/10.1016/j.jweia.2014.11.017.
Wang, M., X.-Z. Li, J. Xiao, Q.-Y. Zou, and H.-Q. Sha. 2018. “An experimental analysis of the aerodynamic characteristics of a high-speed train on a bridge under crosswinds.” J. Wind Eng. Ind. Aerodyn. 177 (Jun): 92–100. https://doi.org/10.1016/j.jweia.2018.03.021.
Wang, M., Z. Wang, X. Qiu, X. Li, and X. Li. 2022. “Windproof performance of wind barrier on the aerodynamic characteristics of high-speed train running on a simple supported bridge.” J. Wind Eng. Ind. Aerodyn. 223 (Apr): 104950. https://doi.org/10.1016/j.jweia.2022.104950.
Xiang, H., Y. Li, S. Chen, and G. Hou. 2018. “Wind loads of moving vehicle on bridge with solid wind barrier.” Eng. Struct. 156 (Feb): 188–196. https://doi.org/10.1016/j.engstruct.2017.11.009.
Zhou, Y., and S. Chen. 2016. “Vehicle ride comfort analysis with whole-body vibration on long-span bridges subjected to crosswind.” J. Wind Eng. Ind. Aerodyn. 155 (Aug): 126–140. https://doi.org/10.1016/j.jweia.2016.05.001.
Zhu, L., L. Li, Y.-L. Xu, and Q. Zhu. 2012. “Wind tunnel investigations of aerodynamic coefficients of road vehicles on bridge deck.” J. Fluids Struct. 30 (Apr): 35–50. https://doi.org/10.1016/j.jfluidstructs.2011.09.002.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 10October 2022

History

Received: Aug 7, 2021
Accepted: May 12, 2022
Published online: Jul 28, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 28, 2022

Authors

Affiliations

Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Florida A&M Univ.-Florida State Univ. College of Engineering, 2035 E. Paul Dirac Dr., Tallahassee, FL 32310. ORCID: https://orcid.org/0000-0001-7262-6510. Email: [email protected]
Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Florida A&M Univ.-Florida State Univ. College of Engineering, 2035 E. Paul Dirac Dr., Tallahassee, FL 32310. ORCID: https://orcid.org/0000-0001-8963-6336. Email: [email protected]
POSCO Chair Professor, Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea; Professor, Institute of Construction and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea (corresponding author). ORCID: https://orcid.org/0000-0002-1294-125X. Email: [email protected]

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Cited by

  • Probabilistic Assessment of Vehicle Driving Safety under Strong Winds – Cause Investigations on Two Sea-Crossing Bridges, IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation, 10.2749/nanjing.2022.0028, (28-33), (2022).
  • Risk-Informed and Life-Cycle Analyses of Structures and Infrastructures, Journal of Structural Engineering, 10.1061/(ASCE)ST.1943-541X.0003495, 148, 12, (2022).

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