Semianalytical Approaches in Moving Load Problems Applied on a Three-Layer Railway Track Model
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-5922-8_34
Reference8 articles.
1. Dimitrovová Z (2017) New semi-analytical solution for a uniformly moving mass on a beam on a two-parameter visco-elastic foundation. Int J Mech Sci 127:142–162
2. Dimitrovová Z (2019) Semi-analytical solution for a problem of a uniformly moving oscillator on an infinite beam on a two-parameter visco-elastic foundation. J Sound Vib 438:257–290
3. Dimitrovová Z (2022) Two-layer model of the railway track: analysis of the critical velocity and instability of two moving proximate masses. Int J Mech Sci 217:107042
4. Dimitrovová Z (2021) Dynamic interaction and instability of two moving proximate masses on a beam on a Pasternak viscoelastic foundation. Appl Math Model 100:192–217
5. Zhai WM, Wang KY, Lin JH (2004) Modelling and experiment of railway ballast vibrations. J Sound Vib 270:673–683
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