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Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method

Author(s):




Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 133
Page(s): 106112
DOI: 10.1016/j.soildyn.2020.106112
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: 10.1016/j.soildyn.2020.106112.
  • About this
    data sheet
  • Reference-ID
    10416435
  • Published on:
    09/03/2020
  • Last updated on:
    17/03/2020
 
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