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

1:12 PM - 1:24 PM JST(4:12 AM - 4:24 AM UTC)

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

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

Keywords:

dynamic analysis,finite element method,site response,deconvolution,nonlinear