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Seismic response evaluation of a five‐story buckling‐restrained braced frame using multi‐element pseudo‐dynamic hybrid simulations

Author(s): ORCID (Department of Civil and Mineral Engineering University of Toronto Toronto Ontario Canada)
ORCID (Department of Civil and Mineral Engineering University of Toronto Toronto Ontario Canada)
ORCID (Department of Civil and Mineral Engineering University of Toronto Toronto Ontario Canada)
(Department of Civil and Mineral Engineering University of Toronto Toronto Ontario Canada)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 12, v. 50
Page(s): 3243-3265
DOI: 10.1002/eqe.3508
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.3508.
  • About this
    data sheet
  • Reference-ID
    10612608
  • Published on:
    09/07/2021
  • Last updated on:
    01/10/2021
 
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