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A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil–structure interaction problem

Author(s):

Medium: journal article
Language(s): English
Published in: Bulletin of Earthquake Engineering, , n. 7, v. 15
Page(s): 2803-2825
DOI: 10.1007/s10518-017-0091-0
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: 10.1007/s10518-017-0091-0.
  • About this
    data sheet
  • Reference-ID
    10206359
  • Published on:
    05/12/2018
  • Last updated on:
    05/12/2018
 
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