[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)

キーワード：deep soil, dynamic response, vertical array, numerical simulation