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Large-Scale Experimental Validation of Optimized Cast Steel Replaceable Modular Yielding Links for Eccentrically Braced Frames

Author(s): ORCID (Ph.D. Candidate, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4 (corresponding author). ORCID: .)
(Formerly, Master’s Student, Univ. of Toronto, Toronto, ON, Canada M5S 1A4; presently, Structural Designer, Arup, Toronto, ON, Canada M4W 3M5.)
(Project Engineer, Cast Connex Corporation, 100 Consilium Place, Suite 311, Toronto, ON, Canada M1H 3E3.)
ORCID (Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4. ORCID: .)
(Professor and Canada Research Chair in Seismic Resilience of Infrastructure, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4.)
Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 7, v. 149
DOI: 10.1061/jsendh.steng-11633
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: 10.1061/jsendh.steng-11633.
  • About this
    data sheet
  • Reference-ID
    10716070
  • Published on:
    20/04/2023
  • Last updated on:
    20/04/2023
 
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