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A Probabilistic Model for the Amplification of the Vibration Response of Railway Bridges Due to Random Track Unevenness in High-Speed Traffic

Author(s): (Unit of Applied Mechanics, University of Innsbruck, Technikerstr. 13, Innsbruck 6020, Austria)
(Unit of Applied Mechanics, University of Innsbruck, Technikerstr. 13, Innsbruck 6020, Austria)
(Unit of Applied Mechanics, University of Innsbruck, Technikerstr. 13, Innsbruck 6020, Austria)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 10, v. 22
DOI: 10.1142/s0219455422410097
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455422410097.
  • About this
    data sheet
  • Reference-ID
    10664603
  • Published on:
    09/05/2022
  • Last updated on:
    13/08/2022
 
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