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Seismic Performance of a Suspension Bridge Considering Saddle–Cable Slippage

Author(s): ORCID (College of Civil Engineering, Hefei University of Technology, Anhui Province, P. R. China)
ORCID (College of Civil Engineering, Hefei University of Technology, Anhui Province, P. R. China)
ORCID (College of Civil Engineering, Hefei University of Technology, Anhui Province, P. R. China)
ORCID (College of Civil Engineering, Hefei University of Technology, Anhui Province, P. R. China)
(College of Civil Engineering, Hefei University of Technology, Anhui Province, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455425501810
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: 10.1142/s0219455425501810.
  • About this
    data sheet
  • Reference-ID
    10796285
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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