Session Details

[OS-3]Numerical and constitutive models for dynamic analysis 1

Tue. May 7, 2024 1:00 PM - 3:00 PM JST
Tue. May 7, 2024 4:00 AM - 6:00 AM UTC
Room D 10F 1008
Chairperson: Trevor J. Carey (University of British Columbia)

[OS-3-01]New evidence on advantages of nonlinear site response analysis in modelling wave propagation in soil

*Piotr Kowalczyk1 (1. University of Southampton (UK))

[OS-3-02]Time-domain earthquake deconvolution through a nonlinear soil deposit

*Miguel Ángel Mánica1, Luis Alejandro Pinzón2,3, Eduardo Daniel Hernández1 (1. National Autonomous University of Mexico, 2. Universidad Católica Santa María La Antigua, 3. SENACYT)

[OS-3-03]Assessment of applicability of equivalent linear and nonlinear analysis methods for site response analysis in deep soil Site

*Wenbo Wang1,2, Yadong Li1,2, Yi Shan1,2, Jie Cui1,2, Pengfei Dang1,3 (1. Guangzhou University, 2. Guangdong engineering research center for underground infrastructural protection in coastal clay area, 3. Earth System Science Programme, The Chinese University of Hong Kong)

[OS-3-04]Numerical simulation of marine transitional soils

*Ioannis Antonopoulos1, Andrew Awad2 (1. Stantec, 2. TetraTech)

[OS-3-06]Development of technology for constructing finite element models of ground for seismic response analysis

*Ayana Tamura1, Tomohide Takeyama1 (1. Kobe University)

[OS-3-07]Simulation analysis of dynamic response of CFRP-Concrete-Steel tube combination pile under debris flow block impact load

*Shuai Li1, Jiading Wang1, Tianfeng Gu1, Fei Wang1 (1. Northwest University, Xi’an)

[OS-3-08]Effects of residual effective stress and particle size distribution on reconsolidation characteristics of granular materials after undrained cyclic shear: a 3D DEM study

*Mingjin Jiang1, Akiyoshi Kamura2, Motoki Kazama2 (1. The University of Hong Kong, 2. Tohoku University)

[OS-3-09]Dynamic analysis of wave propagation due to pile installation using numerical simulations

*Maliha Tasnim Tilat1, Sascha Henke1 (1. Helmut-Schmidt-University)