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Seismic fragility and resilience assessment of large‐span cable‐stayed bridges under multi‐support ground motions with non‐Gaussian characteristics

Author(s): (College of Civil Engineering Hunan University Changsha PR China)
ORCID (College of Civil Engineering Hunan University Changsha PR China)
ORCID (Department of Civil Engineering Hefei University of Technology Hefei PR China)
(College of Civil Engineering Hunan University Changsha PR China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics
DOI: 10.1002/eqe.4220
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.4220.
  • About this
    data sheet
  • Reference-ID
    10791718
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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