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Seismic performance assessment of eccentrically braced steel frames with variable-cross-section horizontal shear links

Author(s): (School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang, China)
(School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang, China)
ORCID (Wilson & Company, South Jordan, UT, USA)
ORCID (School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang, China)
(School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang, China)
(School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 10, v. 25
Page(s): 136943322210889
DOI: 10.1177/13694332221088944
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: 10.1177/13694332221088944.
  • About this
    data sheet
  • Reference-ID
    10678380
  • Published on:
    18/06/2022
  • Last updated on:
    13/08/2022
 
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