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Effects of sectional kinematic constraints in fiber element formulations on the load‐deformation response of reinforced concrete elements

Author(s): ORCID (Department of Civil Engineering, Faculty of Engineering University of Peradeniya Peradeniya Sri Lanka)
(Department of Civil Engineering, Faculty of Engineering University of Peradeniya Peradeniya Sri Lanka)
ORCID (Department of Civil Engineering, Faculty of Engineering University of Peradeniya Peradeniya Sri Lanka)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 24
Page(s): 906-936
DOI: 10.1002/suco.202200081
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.202200081.
  • About this
    data sheet
  • Reference-ID
    10695209
  • Published on:
    11/12/2022
  • Last updated on:
    19/04/2023
 
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