[1] Yang YB, Yau JD, Wu YS. Vehicle-Bridge Interaction Dynamics With Applications to High-Speed Railways. World Sci Publ Co 2004.
[2] Marcondes J, Burgess GJ, Harichandran R, Snyder MB. Spectral Analysis of Highway Pavement Roughness. J Transp Eng 1991;117:540–9. doi:10.1061/(ASCE)0733-947X(1991)117:5(540).
[3] Yang Y-B, Liao S-S, Lin B-H. Impact Formulas for Vehicles Moving over Simple and Continuous Beams. J Struct Eng 1995;121:1644–50. doi:10.1061/(ASCE)0733-9445(1995)121:11(1644).
[4] Zhou S, Song G, Wang R, Ren Z, Wen B. Nonlinear dynamic analysis for coupled vehicle-bridge vibration system on nonlinear foundation. Mech Syst Signal Process 2017;87:259–78. doi:10.1016/j.ymssp.2016.10.025.
[5] Huang D. Dynamic Analysis of Steel Curved Box Girder Bridges. J Bridg Eng 2001;6:506–13. doi:10.1061/(ASCE)1084-0702(2001)6:6(506).
[6] Hwang E, Nowak AS. Simulation of Dynamic Load for Bridges. J Struct Eng 1991;117:1413–34. doi:10.1061/(ASCE)0733-9445(1991)117:5(1413).
[7] YANG Y-B, WU C-M, YAU J-D. Dynamic response of a horizontally curved beam subjected to vertical and horizontal moving loads. J Sound Vib 2001;242:519–37. doi:10.1006/jsvi.2000.3355.
[8] Ding H, Shi K-L, Chen L-Q, Yang S-P. Dynamic response of an infinite Timoshenko beam on a nonlinear viscoelastic foundation to a moving load. Nonlinear Dyn 2013;73:285–98. doi:10.1007/s11071-013-0784-0.
[9] Cai C, He Q, Zhu S, Zhai W, Wang M. Dynamic interaction of suspension-type monorail vehicle and bridge: Numerical simulation and experiment. Mech Syst Signal Process 2019;118:388–407. doi:10.1016/j.ymssp.2018.08.062.
[10] Mehmood A, Khan AA, Mehdi H. Vibration analysis of beam subjected to moving loads using finite element method. IOSR J Eng 2014;4:7–17.
[11] Zeng Q, Yang YB, Dimitrakopoulos EG. Dynamic response of high speed vehicles and sustaining curved bridges under conditions of resonance. Eng Struct 2016;114:61–74. doi:10.1016/j.engstruct.2016.02.006.
[12] Sennah KM, Zhang X, Kennedy JB. Impact Factors for Horizontally Curved Composite Box Girder Bridges. J Bridg Eng 2004;9:512–20. doi:10.1061/(ASCE)1084-0702(2004)9:6(512).
[13] Fafard M, Bennur M, Savard M. A general multi‐axle vehicle model to study the bridge‐vehicle interaction. Eng Comput 1997;14:491–508. doi:10.1108/02644409710170339.
[14] MARCHESIELLO S, FASANA A, GARIBALDI L, PIOMBO BAD. Dynamics of multi-span continuous straight bridges subject to multi-degrees of freedom moving vehicle excitation. J Sound Vib 1999;224:541–61. doi:10.1006/jsvi.1999.2197.
[15] Wang T, Huang D. Cable‐Stayed Bridge Vibration due to Road Surface Roughness. J Struct Eng 1992;118:1354–74. doi:10.1061/(ASCE)0733-9445(1992)118:5(1354).
[16] Liu C, Huang D, Wang T-L. Analytical dynamic impact study based on correlated road roughness. Comput Struct 2002;80:1639–50. doi:10.1016/S0045-7949(02)00113-X.
[17] Chang D, Lee H. Impact Factors for Simple‐Span Highway Girder Bridges. J Struct Eng 1994;120:704–15. doi:10.1061/(ASCE)0733-9445(1994)120:3(704).
[18] AASHTO, Load Resistance and Factor Design: Bridge Design Specifications, American Association of State Highway and Transportation Officials, 2017 Eighth Edition. n.d.
[19] C. C. Fu, DESCUS II. Win-DESCUS User’s manual for Design and Analysis of Curved BOX-Girder, 2009. n.d.