Open Access
| Issue |
EPJ Web Conf.
Volume 369, 2026
4th International Conference on Artificial Intelligence and Applied Mathematics (JIAMA’26)
|
|
|---|---|---|
| Article Number | 01006 | |
| Number of page(s) | 11 | |
| Section | Applied Physics & Engineering Systems Modeling | |
| DOI | https://doi.org/10.1051/epjconf/202636901006 | |
| Published online | 13 May 2026 | |
- European Rail Research Institute D-214 committee, ERRI D-214. Rail bridges for high speeds>200km/h. Final report, (RP9), 1999. [Google Scholar]
- Fryba L, Dynamic behaviour of bridges due to high-speed trains. In: Workshop bridges for high speed railways, Porto, vol, 2125, 2004, p, 137–158. [Google Scholar]
- CEN. (2003). EN 1992-2:2003 Actions on Structures Part 2: Traffic loads on bridges. Brussels, Belgium: European Committee for Standardization. [Google Scholar]
- Biondi B, Muscolino G, Sofi A, A substructure approach for the dynamic analysis of train-track-bridge system. Computers and Structures, 83(28–30), 2271–2281, 2005. doi:10.1016/j.compstruc.2005.03.036. [Google Scholar]
- Zhai W, Wang K, Cai C, Fundamentals of vehicle-track coupled dynamics. Vehicle System Dynamics. 47, 1349–1376, 2009. https://doi.org/10.1080/00423114.2019.1605085. [Google Scholar]
- Rigueiro C, Rebelo C, Simões da Silva L, Influence of ballast models in the dynamic response of railway viaducts. Journal of Sound and Vibration. 329(15), 3030–3040, 2010. doi:10.1016/j.jsv.2010.02.002. [Google Scholar]
- Ticona Melo L, Malveiro J, Ribeiro D, Calçada R, Bittencourt T, Dynamic analysis of the train-bridge system considering the non-linear behaviour of the track-deck interface. Engineering Structures. 220, 110980, 2020. https://doi.org/10.1016/j.engstruct.2020.110980. [Google Scholar]
- König, P., Adam, C. A model considering the longitudinal track–bridge interaction in ballasted railway bridges subjected to high-speed trains. Acta Mech 235, 1395–1418 (2024). https://doi.org/10.1007/s00707-023-03605-3. [Google Scholar]
- Tahiri M, Khamlichi A, Dkiouak R, Bezzazi M, Combined effect of track-bridge interaction on the dynamic response of a simply supported railway bridge. Structures, 68, 107071, 2024. https://doi.org/10.1016/j.istruc.2024.107071. [Google Scholar]
- Stollwitzer A, Bettinelli L, Fink J, Vertical track–bridge interaction in railway bridges with ballast superstructure: experimental analysis of dynamic stiffness and damping behavior. International Journal of Structural Stability and Dynamics:2540008, 2024. DOI: 10.1142/S0219455425400085. [Google Scholar]
- Nguyen K, Goicolea J M. Vibration analysis of short skew bridges due to railway traffic using analytical and simplified models. Procedia Engineering, 2017, 199, 3039–3046. Doi: 10.1016/j.proeng.2017.09.407. [Google Scholar]
- Nguyen K, Goicolea J M. Analytical and simplified models for dynamic analysis of short skew bridges under moving loads. Advances in Structural Engineering, 2019, 1–13. DOI: 10.1177/1369433219831481. [Google Scholar]
- C A J Fletcher, Computational Galerkin method, Springer-Verlag, New York, 1984. [Google Scholar]
- Sánchez-Quesada, J. C., Moliner, E., Romero, A., Galvín, P., & Martínez-Rodrigo, M. de los D. (2024). Train-track-bridge interaction effects on highly skewed girder bridges of short-to-medium spans for increasing operating speeds. Structure and Infrastructure Engineering, 1–25. https://doi.org/10.1080/15732479.2024.2422495. [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.

