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Non-linear soil–structure interaction analysis based on the boundary-element method in time domain with application to embedded foundation

Author(s):

Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 1, v. 14
Page(s): 83-101
DOI: 10.1002/eqe.4290140107
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.4290140107.
  • About this
    data sheet
  • Reference-ID
    10108687
  • Published on:
    11/12/2018
  • Last updated on:
    11/12/2018
 
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