A multi-GPU parallel computing method for 3D random vibration of train-track-soil dynamic interaction
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-023-5331-7.pdf
Reference28 articles.
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2. ZHAI Wan-ming, HE Zhen-xing, SONG Xiao-lin. Prediction of high-speed train induced ground vibration based on train-track-ground system model [J]. Earthquake Engineering and Engineering Vibration, 2010, 9(4): 545–554. DOI: https://doi.org/10.1007/s11803-010-0036-y.
3. POWRIE W, YANG L, CLAYTON C R. Stress changes in the ground below ballasted railway track during train passage [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2007, 221(2): 247–262. DOI: https://doi.org/10.1243/0954409JRRT95.
4. HALL L. Simulations and analyses of train-induced ground vibrations in finite element models [J]. Soil Dynamics and Earthquake Engineering, 2003, 23(5): 403–413. DOI: https://doi.org/10.1016/S0267-7261(02)00209-9.
5. MANDHANIYA P, SHAHU J T, CHANDRA S. An assessment of dynamic impact factors for ballasted track using finite element method and multivariate regression [J]. Journal of Vibration Engineering & Technologies, 2022, 10(7): 2609–2623. DOI: https://doi.org/10.1007/s42417-022-00507-x.
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