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Response characteristics of curved girder bridges with single-column piers during the whole overturning process: Experimental and numerical study

Author(s):





Medium: journal article
Language(s): English
Published in: Structures, , v. 66
Page(s): 106848
DOI: 10.1016/j.istruc.2024.106848
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.2024.106848.
  • About this
    data sheet
  • Reference-ID
    10792982
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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