[OS-8] Numerical and constitutive models for dynamic analysis 2

[OS-8-09] Slope stability under seismic actions considering directionality effects

*Ángel A. Morales¹, Miguel A. Mánica¹, Luis A. Pinzón^2,3 (1. National Autonomous University of Mexico, 2. Universidad Católica Santa María La Antigua, 3. Secretaría Nacional de Ciencia, Tecnología e Innovación)

キーワード：Earthquake , Seismic slope stability, Permanent displacements, Finite element method, Newmark’s method