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Pseudo‐dynamic hybrid simulations of steel eccentrically braced frames equipped with cast steel replaceable modular yielding links

Author(s): ORCID (Department of Civil and Mineral Engineering University of Toronto Toronto Canada)
ORCID (Department of Civil and Mineral Engineering University of Toronto Toronto Canada)
(Department of Civil and Mineral Engineering University of Toronto Toronto Canada)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 12, v. 52
Page(s): 3622-3648
DOI: 10.1002/eqe.3923
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.3923.
  • About this
    data sheet
  • Reference-ID
    10730830
  • Published on:
    30/05/2023
  • Last updated on:
    02/09/2023
 
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