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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

This publication has been cited in the following 1 other publication(s):

  • About this
    data sheet
  • Reference-ID
    10664603
  • Published on:
    09/05/2022
  • Last updated on:
    13/08/2022
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