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Winkler model for predicting the dynamic response of caisson foundations

Author(s): ORCID (DICEA Università Politecnica delle Marche Ancona Italy)
ORCID (ULPGC Universidad de Las Palmas de Gran Canaria Las Palmas de Gran Canaria Spain)
ORCID (ULPGC Universidad de Las Palmas de Gran Canaria Las Palmas de Gran Canaria Spain)
ORCID (SAAD University of Camerino Camerino Italy)
ORCID (SST, Geology Division University of Camerino Camerino Italy)
ORCID (ULPGC Universidad de Las Palmas de Gran Canaria Las Palmas de Gran Canaria Spain)
ORCID (SAAD University of Camerino Camerino Italy)
ORCID (ULPGC Universidad de Las Palmas de Gran Canaria Las Palmas de Gran Canaria Spain)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 13, v. 51
Page(s): 3069-3096
DOI: 10.1002/eqe.3713
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.3713.
  • About this
    data sheet
  • Reference-ID
    10686094
  • Published on:
    13/08/2022
  • Last updated on:
    23/09/2022
 
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