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Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel

Author(s): (School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China)
ORCID (School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China)
(School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China)
(School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 14, v. 33
DOI: 10.1002/tal.2128
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.2128.
  • About this
    data sheet
  • Reference-ID
    10784450
  • Published on:
    20/06/2024
  • Last updated on:
    20/09/2024
 
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