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A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement

Author(s):
Medium: journal article
Language(s): English
Published in: Structures, , v. 37
Page(s): 56-68
DOI: 10.1016/j.istruc.2021.12.077
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.2021.12.077.
  • About this
    data sheet
  • Reference-ID
    10657114
  • Published on:
    17/02/2022
  • Last updated on:
    17/02/2022
 
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