5WANGT L,GARG V K,CHU K H. Railway bridge/vehicleinteraction studies with new vehicle model[ J]. Journal of StructuralEngineering, ASCE, 1991,117 (7) :2099-2116.
8Gunter Schupp, Christoph Weidemann. Modelling the contact between wheel and rail whthin multibody system simulation[J]. Vehicle System Dynamics, 2004,41(5):349-364.
9Kalker J J. A fast algorithm for the simplified theory of rolling contact[J]. Vehicle System Dynamics, 1982, 11 ( 1): 1-13.
10Kalker J J. A simplified theory for non-hertzian contact[J]. Vehicle System Dynamics,1983,12(1): 43-45.
6WANG T L, CHU K H. Railway Bridge/Vehicle InteractionStudies with New Vehicle Model [ J ]. Journal of StructuralEngineering, 1991 ,117(7) :2099-2116.
7OLMOS J M,ASTIZ M A. Analysis of the Lateral DynamicResponse of High Pier Viaducts under High-speed Train Travel[J]. Engineering Structures,2013 ,56: 1384-1401.
8JESUS A H,DIMITR0V0VA Z, SILVA M A G. A StatisticalAnalysis of the Dynamic Response of A Railway Viaduct [ J ].Engineering Structures,2014,71:244-259.
9DOMENECHA, MUSEROS P, MARTINEZ-RODRIGO M D.Influence of the Vehicle Model on the Prediction of theMaximum Bending Response of Simply-supported Bridges underHigh-speed Railway Traffic [ J ]. Engineering Structures,2014,72:123-139.
10GARGV K,DWKKIPAT R V. Dynamics of Railway VehicleSystem [ M ]. New York : New York Academic Press, 1984.