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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

This publication has been cited in the following 3 other publication(s):

  • About this
    data sheet
  • Reference-ID
    10760613
  • Published on:
    23/03/2024
  • Last updated on:
    10/11/2024
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