Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils

We propose a methodology to analyze three‐dimensional (3D) nonlinear soil–structure interaction (SSI) problems for Rayleigh (R) wave incidence in horizontally layered soils. The methodology comprises of two steps: (i) we calculate the free‐field displacement histories of the layered soil subjected t...

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Veröffentlicht in:	Earthquake engineering & structural dynamics 2022-09, Vol.51 (11), p.2752-2770
Hauptverfasser:	Nguyen, Kien T., Kusanovic, Danilo S., Asimaki, Domniki
Format:	Artikel
Sprache:	eng
Schlagworte:	Azimuth Dimensional analysis domain reduction method finite element analysis Finite element method Incident waves Layered soils Mathematical analysis Methodology Methods Nonlinear analysis Rayleigh wave Rayleigh waves Soil Soil layers Soil-structure interaction Soils thin‐layer method wave propagation
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