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Three-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave Field

Author(s): (Earthquake Research Institute, Univ. of Tokyo, 1-1-1, Yayoi, Bunkyo-ku, Tokyo 113-0032, Japan.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 6
Page(s): 342-355
DOI: 10.1061/(asce)1532-3641(2006)6:5(342)
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: 10.1061/(asce)1532-3641(2006)6:5(342).
  • About this
    data sheet
  • Reference-ID
    10604578
  • Published on:
    09/05/2021
  • Last updated on:
    09/05/2021
 
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