Published August 2, 2024 | Version v2

Data sets of multi-body models for conventional, articulated, and equidistant-axles trains and single span bridges

Description

Information about characteristics of multi-body models of conventional, articulated, and equidistant-axles trains.

Information about bridge data set, used for vehicle-bridge interaction investigations.

Files

zenodo_explanation_mbm.pdf

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Additional details

References

  • Kouroussis, G. et al. (2011): Free field vibrations caused by high-speed lines: Measurement and time domain simulation
  • Galvín, P. et al. (2010): Fully three-dimensional analysis of high-speed train–track–soil-structure dynamic interaction
  • European Rail Research Institute (1999): ERRI D 214/RP 4:1999-12
  • Lee, Y. et al. (2010): Structural analysis of 3D high-speed train-bridge interactions for simple train load models
  • Galvín, P. et al. (2010): A 2.5D coupled FE-BE model for the prediction of railway induced vibrations
  • Antolín, P. et al (2012): Strategies for Modeling Train-bridge Lateral Dynamic Interaction
  • Costa, P. et al. (2012): Influence of train dynamic modelling strategy on the prediction of track–ground vibrations induced by railway traffic
  • Liu, K. (2010): Analysis and monitoring of dynamic effects of train-bridge interaction
  • Arvidsson, T. et al. (2014): Train-bridge interaction - a review and discussion of key model parameters
  • Firus, A. et al. (2018): Untersuchungen zum dynamischen Verhalten einer Eisenbahnbrücke bei Anregung durch den ICE 4
  • Glatz, B. et al. (2019): Einfluss der Zugmodelle auf die dynamische Antwort von 75 Stahl-, Verbund- und Stahlbetonbrücken