Numerical Identification of the Dynamic Characteristics of a Steel-Concrete Railway Bridge

Numeryczna identyfikacja cech dynamicznych stalowo-betonowego mostu kolejowego

This article presents chosen elements of a dynamic analysis of a rail bridge located on the CMK trunk railway line in Poland. The calculations cover solving an eigenvalue problem for the structure (theoretical modal analysis) using several computational models created with different discretization methods (different accuracy levels) and determination of the dynamic response of the bridge span (time-history analysis - integration of equations of motion) to loading with HSLM train models as per PN-EN 1991-2. The results were compared to the current code and regulations relating to high-speed rail systems.

Language

  • English
  • Polish

Media Info

  • Media Type: Digital/other
  • Features: Figures; Photos; References; Tables;
  • Pagination: pp 275-301
  • Serial:
  • Publication flags:

    Open Access (libre)

Subject/Index Terms

Filing Info

  • Accession Number: 01549382
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jan 2 2015 10:13AM