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The influence of a train’s critical speed and rail discontinuity on the dynamic behavior of single-span steel bridges

  • Published:2010-02 Issue:2 Volume:32 Page:570-579
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Michaltsos George T.,Raftoyiannis Ioannis G.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Vibrations of solids and structures under moving loads;Frýba,1972

2. Discussion of a differential equation relating to the breaking of railway bridges;Stokes;Trans Cambridge Philos Soc,1849

3. Die Schwingungen eines Trägers mit bewegter Last;Zimmermann;Centbl Bauverwalt,1896

4. Über die erzwungenen Schwingungen von gleichförmigen elastischen Stäben;Krýlov;Math Ann,1905

5. On the forced vibration of bridges;Timoshenko;Phil Mag,1922

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1. Experimental investigation on corroded stud connectors under strain rates effect;Alexandria Engineering Journal;2023-11

2. Container Quay Crane Structural Response under Trolley Traveling;Advances in Materials Science and Engineering;2022-09-20

3. Fundamental Theories and Analytical Methods for Vibrations of Simply-Supported Beams Under Moving Loads;Dynamic Interaction of Train-Bridge Systems in High-Speed Railways;2017-10-29

4. Suspended bridges subjected to earthquake and moving loads;Engineering Structures;2012-12

5. Parametric resonance of steel bridges pylons due to periodic traffic loads;Archive of Applied Mechanics;2012-06-26
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