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Nonlinear inelastic simulation of high‐rise buildings with innovative composite coupling shear walls and CFST columns

Author(s): (Department of Infrastructure Engineering The University of Melbourne Parkville Victoria Australia)
ORCID (Department of Infrastructure Engineering The University of Melbourne Parkville Victoria Australia)
(Department of Infrastructure Engineering The University of Melbourne Parkville Victoria Australia)
(School of Civil Engineering The University of Sydney Sydney New South Wales Australia)
(School of Civil Engineering The University of Sydney Sydney New South Wales Australia)
(School of Civil Engineering The University of Sydney Sydney New South Wales Australia)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 13, v. 30
DOI: 10.1002/tal.1883
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/tal.1883.
  • About this
    data sheet
  • Reference-ID
    10612439
  • Published on:
    09/07/2021
  • Last updated on:
    26/08/2021
 
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