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Fiber element modeling of circular double-skin concrete-filled stainless-carbon steel tubular columns under axial load and bending

Author(s): ORCID (School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW, Australia)
ORCID (College of Engineering and Science, Victoria University, Melbourne, VIC, Australia)
(Department of Civil Engineering, Kafrelsheikh University, Kafrelsheikh, Egypt)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 5, v. 25
Page(s): 136943322110651
DOI: 10.1177/13694332211065187
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: 10.1177/13694332211065187.
  • About this
    data sheet
  • Reference-ID
    10656761
  • Published on:
    17/02/2022
  • Last updated on:
    09/05/2022
 
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