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Analytical solution for the kinematic response of end-bearing piles subjected to SH waves in a homogeneous layer by an improved beam-foundation model

Author(s): ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 186
Page(s): 108924
DOI: 10.1016/j.soildyn.2024.108924
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.2024.108924.
  • About this
    data sheet
  • Reference-ID
    10794851
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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