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

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

*Wenbo Wang^1,2, Yadong Li^1,2, Yi Shan^1,2, Jie Cui^1,2, Pengfei Dang^1,3 (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)

Keywords:deep soil, dynamic response, vertical array, numerical simulation