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Analysis of concrete damage at anchorage end of the high-speed railway bridge sound barrier under the 400 km/h train-induced wind loads

Author(s):




Medium: journal article
Language(s): English
Published in: Structures, , v. 69
Page(s): 107284
DOI: 10.1016/j.istruc.2024.107284
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: 10.1016/j.istruc.2024.107284.
  • About this
    data sheet
  • Reference-ID
    10799481
  • Published on:
    23/09/2024
  • Last updated on:
    23/09/2024
 
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