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Nonlinear analysis of square steel‐reinforced concrete‐filled steel tubular short columns considering local buckling

Author(s): (Centre for Infrastructure Monitoring and Protection School of Civil and Mechanical Engineering, Curtin University Bentley Western Australia Australia)
(Department of Civil Engineering Higher Institute of Engineering and Technology Kafrelsheikh Egypt)
(Department of Civil Engineering Higher Institute of Engineering and Technology Kafrelsheikh Egypt)
ORCID (Structural Engineering Department, Faculty of Engineering Zagazig University Zagazig Egypt)
(School of Computing, Engineering and Mathematical Sciences La Trobe University Bendigo Victoria Australia)
ORCID (College of Sport, Health, and Engineering Victoria University Melbourne Victoria Australia)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 25
Page(s): 69-84
DOI: 10.1002/suco.202300402
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.202300402.
  • About this
    data sheet
  • Reference-ID
    10742574
  • Published on:
    28/10/2023
  • Last updated on:
    10/02/2024
 
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