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An improved design model for the shear capacity of monolithic uncracked interfaces based on the contribution degrees of concrete and shear reinforcements

Author(s):




Medium: journal article
Language(s): English
Published in: Structures, , v. 65
Page(s): 106632
DOI: 10.1016/j.istruc.2024.106632
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.2024.106632.
  • About this
    data sheet
  • Reference-ID
    10785784
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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