Experimental and numerical studies on vibration characteristics of a railway embankment
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5030-9.pdf
Reference42 articles.
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2. ROSSI F, NICOLINI A. A simple model to predict train-induced vibration: Theoretical formulation and experimental validation [J]. Environmental Impact Assessment Review, 2003, 23(3): 305–322. DOI: https://doi.org/10.1016/S0195-9255(03)00005-2.
3. DAI Jun, XU Zhao-dong, GAI Pan-pan, et al. Optimal design of tuned mass damper inerter with a Maxwell element for mitigating the vortex-induced vibration in bridges [J]. Mechanical Systems and Signal Processing, 2021, 148: 107180. DOI: https://doi.org/10.1016/j.ymssp.2020.107180.
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. TAKEMIYA H. Simulation of track-ground vibrations due to a high-speed train: The case of X-2000 at Ledsgard [J]. Journal of Sound and Vibration, 2003, 261(3): 503–526. DOI: https://doi.org/10.1016/S0022-460X(02)01007-6.
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