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Modal characterization of a three‐story buckling‐restrained braced frame steel building by non‐destructive field testing

Author(s): ORCID (Department of Structural Engineering University of California San Diego La Jolla California USA)
(Department of Structural Engineering University of California San Diego La Jolla California USA)
ORCID (Department of Structural Engineering University of California San Diego La Jolla California USA)
(Department of Civil and Environmental Engineering University of Utah Salt Lake City Utah USA)
(Department of Civil and Environmental Engineering University of Utah Salt Lake City Utah USA)
(Department of Civil and Environmental Engineering University of Utah Salt Lake City Utah USA)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 5, v. 53
Page(s): 1705-1726
DOI: 10.1002/eqe.4077
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.4077.
  • About this
    data sheet
  • Reference-ID
    10758578
  • Published on:
    15/03/2024
  • Last updated on:
    25/04/2024
 
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