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An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites

Author(s):

Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , n. 9-12, v. 22
Page(s): 959-965
DOI: 10.1016/s0267-7261(02)00120-3
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/s0267-7261(02)00120-3.
  • About this
    data sheet
  • Reference-ID
    10320009
  • Published on:
    12/07/2019
  • Last updated on:
    12/07/2019
 
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