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Model error and reliability of reinforced concrete beams in shear designed according to the Modified Compression Field Theory

Author(s): ORCID (Western Sydney University‐Sydney City Campus Sydney New South Wales Australia)
ORCID (Faculty of Engineering The University of New South Wales Sydney New South Wales Australia)
(Centre for Infrastructure Performance and Reliability The University of Newcastle Callaghan New South Wales Australia)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 6, v. 22
Page(s): 3711-3726
DOI: 10.1002/suco.202100319
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.202100319.
  • About this
    data sheet
  • Reference-ID
    10636204
  • Published on:
    30/11/2021
  • Last updated on:
    18/12/2021
 
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