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Instantaneous identification of tension in bridge cables using synchrosqueezing wave-packet transform of acceleration responses

Author(s): ORCID (Department of Engineering Mechanics, Hohai University, Nanjing, P.R. China)
(Department of Civil Engineering, Monash University, Melbourne, Australia)
(Department of Engineering Mechanics, Hohai University, Nanjing, P.R. China)
(Department of Engineering Mechanics, Hohai University, Nanjing, P.R. China)
(Department of Engineering Mechanics, Hohai University, Nanjing, P.R. China)
(Department of Engineering Mechanics, Hohai University, Nanjing, P.R. China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 2, v. 20
Page(s): 1-16
DOI: 10.1080/15732479.2022.2082492
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: 10.1080/15732479.2022.2082492.
  • About this
    data sheet
  • Reference-ID
    10678165
  • Published on:
    18/06/2022
  • Last updated on:
    14/01/2024
 
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