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

Advertisement

Cyclic Elastoviscoplastic Constitutive Model for Clay Considering Nonlinear Kinematic Hardening Rules and Structural Degradation

Author(s): (Associate Professor, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan.)
(Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia; formerly, Ph.D. Student, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan.)
(Chairman, ABRAND Civil Design Inc., Tehran 16518-94675, Iran; formerly, Ph.D. Student, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan.)
(Professor Emeritus, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan (corresponding author).)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 15
DOI: 10.1061/(asce)gm.1943-5622.0000327
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.1943-5622.0000327.
  • About this
    data sheet
  • Reference-ID
    10605117
  • 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