Influence of beam models on dynamic responses of ballasted railway track subjected to moving loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering
Link
https://link.springer.com/content/pdf/10.1007/s00419-023-02459-4.pdf
Reference29 articles.
1. Frýba, L.: Vibration of Solids and Structures Under Moving Loads. Springer, Czech (1972)
2. Nguyen, V.-H., Duhamel, D.: Finite element procedures for nonlinear structures in moving coordinates. Part 1: infinite bar under moving axial loads. Comput. Struct. 84, 1368–1380 (2006). https://doi.org/10.1016/j.compstruc.2006.02.018
3. Nguyen, V.-H., Duhamel, D.: Finite element procedures for nonlinear structures in moving coordinates. Part ii: infinite beam under moving harmonic loads. Comput. Struct. (2008). https://doi.org/10.1016/j.compstruc.2008.04.010
4. Jorge, P., Simões, F., Costa, A.: Dynamics of beams on non-uniform nonlinear foundations subjected to moving loads. Comput. Struct. (2014). https://doi.org/10.1016/j.compstruc.2014.11.002
5. Mead, D.J.: Free wave propagation in periodically supported, infinite beams. J. Sound Vib. 11(2), 181–197 (1970). https://doi.org/10.1016/S0022-460X(70)80062-1
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