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Analytical method for overturning risk assessment of curved girder bridges with single-column piers under heavy-duty vehicles

Author(s):





Medium: journal article
Language(s): English
Published in: Structures, , v. 57
Page(s): 105084
DOI: 10.1016/j.istruc.2023.105084
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.2023.105084.
  • About this
    data sheet
  • Reference-ID
    10735997
  • Published on:
    02/09/2023
  • Last updated on:
    02/09/2023
 
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