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Seismic Performance of Earthquake Resilient Steel Frame Joints with Replaceable Buckling-Restrained Flange Cover Plates

Author(s): (School of Civil Engineering, Hefei University of Technology, Hefei, China)
(School of Civil Engineering, Hefei University of Technology, Hefei, China)
(School of Civil Engineering, Hefei University of Technology, Hefei, China)
(School of Civil Engineering, Hefei University of Technology, Hefei, China)
(Thornton Tomasetti, New York, New York, USA)
(School of Civil Engineering, Hefei University of Technology, Hefei, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 16, v. 27
Page(s): 1-25
DOI: 10.1080/13632469.2023.2188566
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: 10.1080/13632469.2023.2188566.
  • About this
    data sheet
  • Reference-ID
    10726246
  • Published on:
    30/05/2023
  • Last updated on:
    14/01/2024
 
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