Xia He. Dynamic Interaction of vehicles and structures [M].Beijing:Science Press,2002: 1-11.
[3]
Yang Y B,Wu Y S.A versatile element for analyzing vehicle-bridge interaction response [J] .Engineering Structures,2001,23 ( 5 ) :452-469.
[4]
Biggs J M.Introduction to Structural Dynamics [M] . New York:McGraw-Hill Companies,1964.
[5]
Timoshenko S,Young D H,Weaver W J. Vibration Problems in Engineering[M] . 2nd ed. New York: Wolfenden Press,2007.
[6]
Au F T K,Wang J J,Cheung Y K. Impact study of cable-stayed bridge under railway traffic using various models [J] . Journal of Sound and Vibration, 2001, 240( 3) : 447-465.
[7]
Lei X,Noda N A. Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile[J] . Journal of Sound and Vibration, 2002, 258( 1) : 147-165.
[8]
Liu X W. Semi-analytical solution of vehicle-bridge interaction on transient jump of wheel [J].Engineering Structures,2008,30( 9) :2401-2412.
Lou Ping,Zeng Qingyuan. Formulation of equations of vertical motion for vehicle-track-bridge system[J].Journal of the China Railway Society, 2004,26( 5) : 71-80.
[16]
Lou P. A vehicle-track-bridge interaction element considering vehicle’s pitching effect [J] . Finite Element in Analysis and Design,2005,41( 4) : 397-427.
[17]
Lou P,Yu Z W,Au F T K. Rail-bridge coupling element of unequal lengths for analyzing train-track-bridge interaction systems [J] .Applied Mathematical Modelling, 2012, 36( 4) : 1395-1414.
[18]
Fryba L. Dynamics of Railway Bridges [M] . London: Thomas Telford House, 1996.