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Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model

Author(s): ORCID





Medium: journal article
Language(s): English
Published in: Journal of Bridge Engineering (ASCE), , n. 9, v. 27
DOI: 10.1061/(asce)be.1943-5592.0001926
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/(asce)be.1943-5592.0001926.
  • About this
    data sheet
  • Reference-ID
    10685283
  • Published on:
    13/08/2022
  • Last updated on:
    13/08/2022
 
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