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The General Crack Component Model for reversed cyclic shear

Author(s): ORCID (School of Architecture, Civil and Environmental Engineering, EPFL (Ecole Polytechnique Fédérale de Lausanne) Lausanne Switzerland)
ORCID (Department of Civil and Mineral Engineering University of Toronto Toronto Ontario Canada)
(Scuola Universitaria Superiore IUSS di Pavia Pavia Italy)
(Department of Civil and Mineral Engineering University of Toronto Toronto Ontario Canada)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 4, v. 25
Page(s): 2571-2590
DOI: 10.1002/suco.202300266
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.202300266.
  • About this
    data sheet
  • Reference-ID
    10748321
  • Published on:
    14/01/2024
  • Last updated on:
    20/09/2024
 
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