References
- Qin S, Gao Z. Developments and prospects of long-span high-speed railway bridge technologies in China. Engineering PRC. 2017;37:87–94.
- He XH, Wu T, Zou YF, et al. Recent developments of high-speed railway bridges in China. Struct Infrastruct E. 2017;13(12):1584–1595.
- Fujii T, Maeda T, Ishida H, et al. Wind-induced accidents of train/vehicles and their measures in Japan. QR of RTRI. 1999;40:50–55.
- Zhang T, Xia H, Guo WW. Analysis on running safety of train on bridge with wind barriers subjected to cross wind. Wind Struct. 2013;17(2):203–225.
- Zhai W, Han Z, Chen Z, et al. Train-track-bridge dynamic interaction: a state-of-the-art review. Veh Syst Dyn. 2019;57:984–1027.
- Montenegro PA, Carvalho H, Ribeiro D, et al. Assessment of train running safety on bridges: A literature review. Eng Struct. 2021;241:112425.
- He X, Li H. Review of aerodynamics of high-speed train-bridge system in crosswinds. J Cent South Univ. 2020;27:1054–1073.
- Xu YL, Xia H, Yan QS. Dynamic response of suspension bridge to high wind and running train. J Bridge Eng. 2003;8:46–55.
- Xu YL, Zhang N, Xia H. Vibration of coupled train and cable-stayed bridge systems in cross winds. Eng Struct. 2004;26:1389–1406.
- Guo W, Xia H, Xu Y. Dynamic response of a long span suspension bridge and running safety of a train under wind action. Front Archit Civ Eng China. 2007;1:71–79.
- Xia H, Guo WW, Zhang N, et al. Dynamic analysis of a train-bridge system under wind action. Comput Struct. 2008;86:1845–1855.
- Li Y, Qiang S, Liao H, et al. Dynamics of wind-rail vehicle-bridge systems. J Wind Eng Ind Aerod. 2005;93:483–507.
- Olmos JM, Astiz MA. Improvement of the lateral dynamic response of a high pier viaduct under turbulent wind during the high-speed train travel. Eng Struct. 2018;165:368–385.
- Liu D, Li X, Jin Z, et al. Coupling vibration model of wind-train-track-bridge system. In: DeRoeck G, Degrande G, Lombaert G, Muller G, editors. Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011; 2011 July 4-6, Leuven, Belgium. p. 1399-1405.
- Montenegro PA, Calcada R, Carvalho H, et al. Stability of a train running over the Volga river high-speed railway bridge during crosswinds. Struct Infrastruct E. 2020;16:1121–1137.
- Montenegro PA, Barbosa D, Carvalho H, et al. Dynamic effects on a train-bridge system caused by stochastically generated turbulent wind fields. Eng Struct. 2020;211:110430.
- Guo W, Xia H, Karoumi R, et al. Aerodynamic effect of wind barriers and running safety of trains on high-speed railway bridges under cross winds. Wind Struct. 2015;20:213–236.
- Zhang T, Xia H, Guo W. Analysis on running safety of train on the bridge considering sudden change of wind load caused by wind barriers. Front Struct Civ Eng. 2018;12:558–567.
- Deng E, Yang W, He X, et al. Aerodynamic response of high-speed trains under crosswind in a bridge-tunnel section with or without a wind barrier. J Wind Eng Ind Aerod. 2021;210(104502.
- Li Y, Hu P, Cai CS, et al. Wind tunnel study of a sudden change of train wind loads due to the wind shielding effects of bridge towers and passing trains. J Eng Mech. 2013;139:1249–1259.
- Zhang N, Ge G, Xia H, et al. Dynamic analysis of coupled wind-train-bridge system considering tower shielding and triangular wind barriers. Wind Struct. 2015;21:311–329.
- Wu M, Li Y, Zhang W. Impacts of wind shielding effects of bridge tower on railway vehicle running performance. Wind Struct. 2017;25:63–77.
- Zhang JY, Zhang MJ, Huang B, et al. Wind tunnel test on local wind field around the bridge tower of a truss girder. Adv Civ Eng. 2021;2021.
- Larsen A, Esdahl S, Andersen JE, et al. Storebælt suspension bridge-vortex shedding excitation and mitigation by guide vanes. J Wind Eng Ind Aerod. 2000;88:283–296.
- Hui L, Shujin L, Jinping O, et al. Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements. Eng Struct. 2011;33:1894–1907.
- Hui L, Shujin L, Qiangqiang Z, et al. Field monitoring and validation of vortex-induced vibrations of a long-span suspension bridge. J Wind Eng Ind Aerod. 2014;124:54–67.
- Gao DL, Deng Z, Yang WH, et al. Review of the excitation mechanism and aerodynamic flow control of vortex-induced vibration of the main girder for long-span bridges: A vortex-dynamics approach. J Fluid Struct. 2021;105:103348, doi:10.1016/j.jfluidstructs.2021.103348.
- Macdonald J, Irwin PA, Fletcher MS. Vortex-induced vibrations of the Second Severn Crossing cable-stayed bridge—full-scale and wind tunnel measurements. P I Civil Eng Str B. 2002; 152:123–134.
- Fujino Y, Yoshida Y. Wind-Induced vibration and control of trans-Tokyo bay crossing bridge. J Struct Eng. 2002;128:1012–1025.
- Wang K, Xia H, Xu M, et al. Dynamic analysis of train-bridge interaction system with flexible car-body. J Mech Sci Technol. 2015;29:3571–3580.
- Zhai W, Wang K, Cai C. Fundamentals of vehicle–track coupled dynamics. Veh Syst Dyn. 2009;47:1349–1376.
- Cao Y, Xiang H, Zhou Y. Simulation of stochastic wind velocity field on long-span bridges. J Eng Mech. 2000;126:1–6.
- JTG/T 3360-01-2018. Wind-resistant design specification for highway bridges,: Ministry of Transport of the People’s Republic of China, Beijing, 2018. [in Chinese].