1 |
Andersson, R., Torstensson, P. T., Kabo, E. and Larsson, F. (2015), "An efficient approach to the analysis of rail surface irregularities accounting for dynamic train-track interaction and inelastic deformations", Veh. Syst. Dyn., 53, 1667-1685.
DOI
|
2 |
Carrascal, I.A., Casado, J.A., Diego, S. and Polanco, J.A. (2016), "Dynamic behavior of high-speed rail fastenings in the presence of desert sand", Constr. Build. Mater., 117, 220-228.
DOI
|
3 |
Chen, J.B., Sun, W.L., Li, J. and Xu, J. (2013), "Stochastic harmonic function representation of stochastic processes", J. Appl. Mech., 80(1), 011001.
DOI
|
4 |
Chen, Z., Shin, M., Andrawes, B. and Edwards, J.R. (2014), "Parametric study on damage and load demand of prestressed concrete crosstie and fastening systems", Eng. Fail. Anal., 46, 49-61.
DOI
|
5 |
Domingo, L.M., Giner, B.B., Martin, C.Z. and Herraiz, J.I.R. (2014), "Experimental modal analysis of transverse-cracked rails-influences of the cracks on the real track behavior", Struct. Eng. Mech., 52(5), 1019-1032.
DOI
|
6 |
Hussein, M.F. and A. Costa, P. (2016), "The effect of end bearings on the dynamic behaviour of floating-slab tracks with discrete slab units", Int. J. Rail Tran., 5(1), 38-46.
|
7 |
Ilias, H. (1999), "The influence of railpad stiffness on wheelset/track interaction and corrugation growth", J. Sound Vib., 227(5), 935-948.
DOI
|
8 |
Li, J. and Chen, H.B. (2008), "The principle of preservation of probability and the generalized density evolution Eq.", Struct. Saf., 30, 65-77.
DOI
|
9 |
Li, J. and Chen, J.B. (2007), "The numerical theoretical method in response analysis of nonlinear stochastic structures", Comput. Mech., 39(6), 693-708.
DOI
|
10 |
Li, Z., Zhao, X. and Dollevoet, R. (2016), "An approach to determine a critical size for rolling contact fatigue initiating from rail surface defects", Int. J. Rail Tran., 5(1), 16-37.
|
11 |
Chen, G. and Zhai, W.M. (2004), "A new wheel/rail spatially dynamic coupling model and its verification", Veh. Syst. Dyn., 41, 301-322.
DOI
|
12 |
Maes, J., Sol, H. and Guillaume, P. (2006), "Measurements of the dynamic railpad properties", J. Sound Vib., 293, 557-565.
DOI
|
13 |
Shen, Z.Y., Hedrick, J.K. and Elkins, J.A. (1983), "A comparison of alternative creep force models for rail vehicle dynamic analysis", Proceedings of 8th IAVSD Symposium, MIT, Cambridge, June.
|
14 |
Mazilu, T. (2010), "Prediction of the interaction between a simple moving vehicle and an infinite periodically supported rail- Green's functions approach", Veh. Syst. Dyn., 48(9), 1021-1042.
DOI
|
15 |
Oregui, M., Li, Z. and Dollevoet, R. (2015), "An investigation into the modelling of railway fastening", Int. J. Mech. Sci., 92, 1-11.
DOI
|
16 |
Palsson, B.A. and Nielsen, J.C. (2015), "Dynamic vehicle-track interaction in switches and crossings and the influence of rail pad stiffness-field measurements and validation of a simulation model", Veh. Syst. Dyn., 53(6), 734-755.
DOI
|
17 |
Smutny, J. (2004), "Measurement and analysis of dynamic and acoustic parameters of rail fastening", NDT & E Int., 37, 119-129.
DOI
|
18 |
Thompson, D.J. and Verheij, J.W. (1997), "The dynamic behaviour of rail fasteners at high frequencies", Appl. Acoust., 52(1), 1-17.
DOI
|
19 |
Xiao, X., Jin, X. and Wen, Z. (2007), "Effect of disabled fastening systems and ballast on vehicle derailment", J. Vib. Acoust., 129, 217-229.
DOI
|
20 |
Xiao, X., Jin, X., Deng, Y. and Zhou, Z. (2008), "Effect of curved track support failure on vehicle derailment", Veh. Syst. Dyn., 46(11), 1029-1059.
DOI
|
21 |
Xu, L. and Zhai, W. (2017), "A new model for temporal-spatial stochastic analysis of vehicle-track coupled systems", Veh. Syst. Dyn., 55(3), 427-448
DOI
|
22 |
Xu, L. and Zhai, W. (2017), "A novel model for determining the amplitude-wavelength limits of track irregularities accompanied by a reliability assessment in railway vehicle-track dynamics", Mech. Syst. Signal Pr., 86, 260-277.
DOI
|
23 |
Zhai, W. (2015), Vehicle-track Coupled Dynamics, the 4th Edition, Science Press, Beijing.
|
24 |
Xu, L., Zhai, W. and Gao, J. (2017), "Extended applications of track irregularity probabilistic model and vehicle-slab track coupled model on dynamics of railway systems", Veh. Syst. Dyn., 1-21.
|
25 |
Yu, Z.W., Mao, J.F., Guo, F.Q. and Guo, W. (2016). "Nonstationary random vibration analysis of a 3D train-bridge system using the probability density evolution method", J. Sound Vib., 366, 173-189.
DOI
|
26 |
Zeng, Z.P., He, X.F., Zhao, Y.G., Yu, Z.W., Chen, L.K., Xu, W.T. and Lou, P. (2015), "Random vibration analysis of train-slab track-bridge coupled system under earthquakes", Struct. Eng. Mech., 54(5), 1017-1044.
DOI
|
27 |
Zhai, W., Wang, K. and Cai, C. (2009), "Fundamentals of vehicletrack coupled dynamics", Veh. Syst. Dyn., 47, 1349-1376.
DOI
|
28 |
Zhang, Z.C., Lin, J.H., Zhang, Y.H., Zhao, Y., Jowson, W.P. and Williams, F.W. (2010), "Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes", Eng. Struct., 32, 3571-3582.
DOI
|
29 |
Zhu, S., Cai, C. and Spanos, P.D. (2015), "A nonlinear and fractional derivative viscoelastic model for rail pads in the dynamic analysis of coupled vehicle-slab track systems", J. Sound Vib., 335, 304-320.
DOI
|