Prediction of Ground Vibration Induced by a High-Speed Train Moving Along a Track Supported by a Pile-Plank Structure
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7852-6_57
Reference10 articles.
1. Sheng X, Jones C, Petyt M (1975) Ground vibration generated by a load moving along a railway track. J Sound Vib 228(1):129–156
2. Yang Y, Hung H (2001) A 2.5D finite/infinite element approach for modelling visco-elastic bodies subjected to moving loads. Int J Numer Methods Eng 51:1317–1336
3. Degrande G, Clouteau D, Othman R, Arnst M, Chebli H, Klein R, Chatterjee P, Janssens B (2006) A numerical model for ground-borne vibrations from underground railway traffic based on a periodic finite element-boundary element formulation. J Sound Vib 293(3–5):645–666
4. Peng Y, Cheng G, Sheng X (2020) Modelling track and ground vibrations for a slab ballastless track as an infinitely long periodic structure subject to a moving harmonic load. J Sound Vibr 489
5. Wang F (2011) The application status and research of pile-plank structure in high-speed railway. Railway Stand Des 55(6):27–32 (in Chinese)
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