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Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils

Author(s): ORCID (Department of Mechanical and Civil Engineering California Institute of Technology Pasadena, California USA)
ORCID (Department of Civil Engineering Federico Santa María Technical University Valparaíso Chile)
ORCID (Department of Mechanical and Civil Engineering California Institute of Technology Pasadena, California USA)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 11, v. 51
Page(s): 2752-2770
DOI: 10.1002/eqe.3700
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: 10.1002/eqe.3700.
  • About this
    data sheet
  • Reference-ID
    10678319
  • Published on:
    18/06/2022
  • Last updated on:
    13/08/2022
 
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