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Effect of Rayleigh waves on seismic response of bridge pylons via Incremental Dynamic Analyses

Author(s):



Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 152
Page(s): 107043
DOI: 10.1016/j.soildyn.2021.107043
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.2021.107043.
  • About this
    data sheet
  • Reference-ID
    10639252
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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