Frequency dependent stiffness and damping of railpads
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[1] S. H. Crandall. The role of damping in vibration theory , 1970 .
[2] K. L. Johnson,et al. The Dynamic Response of Railway Track to High Frequency Vertical Excitation , 1982 .
[3] R. Bagley,et al. A Theoretical Basis for the Application of Fractional Calculus to Viscoelasticity , 1983 .
[4] Peter J. Torvik,et al. Fractional calculus-a di erent approach to the analysis of viscoelastically damped structures , 1983 .
[5] S L Grassie,et al. The Dynamic Response of Railway Track With Flexible Sleepers to High Frequency Vertical Excitation , 1984 .
[6] R. Bagley,et al. On the Fractional Calculus Model of Viscoelastic Behavior , 1986 .
[7] Joseph Padovan,et al. Computational algorithms for FE formulations involving fractional operators , 1987 .
[8] S L Grassie,et al. Resilient Railpads: Their Dynamic Behaviour in the Laboratory and on Track , 1989 .
[9] Dan M. Frangopol,et al. Material Behavior and Optimum Design of Structural Systems , 1989 .
[10] R. Bagley,et al. Fractional order state equations for the control of viscoelasticallydamped structures , 1991 .
[11] David Thompson,et al. Track Dynamic Behaviour at High Frequencies. Part 1: Theoretical Models and Laboratory Measurements , 1995 .
[12] M Fermér,et al. Vertical Interaction between Train and Track with Soft and Stiff Railpads—Full-Scale Experiments and Theory , 1995 .
[13] Asa Fenander,et al. Modal synthesis when modeling damping by use of fractional derivatives , 1996 .
[14] David Thompson,et al. Theoretical optimization of track components to reduce rolling noise , 1996 .