0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Three-Dimensional Nonlinear Soil Response Methods Based on a Three-Component Input Wave Field

Author(s): (Researcher, 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. 1, v. 16
Page(s): 04015026
DOI: 10.1061/(asce)gm.1943-5622.0000482
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)gm.1943-5622.0000482.
  • About this
    data sheet
  • Reference-ID
    10605184
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine