Wind-Induced Accidents on the Transition Section of a Cable-Stayed Bridge: Cause and Remedy-Reference-Cited by-同舟云学术

Wind-Induced Accidents on the Transition Section of a Cable-Stayed Bridge: Cause and Remedy

Published:2024-03 Issue:3 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kim Sejin¹^ORCID,Cheon Hyeong-Yun²,Jung Sungmoon³^ORCID,Kim Ho-Kyung⁴^ORCID

Affiliation:

1. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2350 Hayward St., Ann Arbor, MI 48109. ORCID: .

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea.

3. Professor, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, 2035 E Paul Dirac Dr., Tallahassee, FL 32310. ORCID: .

4. POSCO Chair Professor, Dept. of Civil and Environmental Engineering, Institute of Construction and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6519

Reference18 articles.

1. Measures to control vehicle movement at exposed sites during windy periods

2. Ground vehicles in high cross winds part III: The interaction of aerodynamic forces and the vehicle system

3. Effects of wind barrier on the safety of vehicles driven on bridges

4. The reduction of accident risk for high sided road vehicles in cross winds

5. Diana, G., M. Burlando, F. Cheli, A. Freda, C. F. Ratto, D. Rocchi, G. Solari, M. Testa, and G. M. Tomasini. 2008. “A new methodology to perform the risk analysis of cross wind on high speed lines.” In Proc., 8th World Congress on Railway Research (WCRR 2008), 1–12. Birmingham, UK: World Congress on Railway Research (WCRR).