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Seismic performance evaluation of high‐post‐yield stiffness concentrically braced steel frames under mainshock‐consistent‐aftershock sequences

Author(s): ORCID (Institute for Infrastructure and Environment Heriot‐Watt University Edinburgh UK)
ORCID (School for Advanced Studies IUSS University of Pavia Pavia Italy)
ORCID (Institute for Infrastructure and Environment Heriot‐Watt University Edinburgh UK)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 7, v. 52
Page(s): 2222-2250
DOI: 10.1002/eqe.3880
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/eqe.3880.
  • About this
    data sheet
  • Reference-ID
    10720100
  • Published on:
    21/04/2023
  • Last updated on:
    02/09/2023
 
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