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A unified approach for determining the strength of FRC beams subjected to torsion–Part II: Analytical modeling

Author(s): ORCID (Department of Civil, Environmental, Architectural Engineering and Mathematics (DICATAM) University of Brescia Brescia Italy)
ORCID (School of Civil Engineering The University of Sydney Sydney New South Wales Australia)
ORCID (Department of Civil, Environmental, Architectural Engineering and Mathematics (DICATAM) University of Brescia Brescia Italy)
ORCID (Department of Civil, Environmental, Architectural Engineering and Mathematics (DICATAM) University of Brescia Brescia Italy)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 6, v. 22
Page(s): 3780-3797
DOI: 10.1002/suco.202100162
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: 10.1002/suco.202100162.
  • About this
    data sheet
  • Reference-ID
    10636205
  • Published on:
    30/11/2021
  • Last updated on:
    18/12/2021
 
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