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Punching Shear Response Theory (PSRT) – A two degree of freedom kinematic theory for modeling the entire punching shear vs. deformation response of RC slabs and footings

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 291
Page(s): 116197
DOI: 10.1016/j.engstruct.2023.116197
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.engstruct.2023.116197.
  • About this
    data sheet
  • Reference-ID
    10731212
  • Published on:
    13/06/2023
  • Last updated on:
    13/06/2023
 
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