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Effect of Ground Motion Time–Frequency Non-Stationarity on Seismic Response of High-Speed Railway Simply Supported Bridge Based on Wavelet Packet Transform

Author(s): ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (Department of Civil Engineering, McGill University, Montreal, Quebec, H3A 0C8, Canada)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s021945542450247x
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/s021945542450247x.
  • About this
    data sheet
  • Reference-ID
    10760613
  • Published on:
    23/03/2024
  • Last updated on:
    23/03/2024
 
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