Reduced T-shaped soil domain for nonlinear dynamic soil-bridge interaction analysis

Reduced T-shaped soil domain for nonlinear dynamic soil-bridge interaction analysis

Abstract The one-directional three-component wave propagation in a T-shaped soil domain (1DT-3C) is a numerical modeling technique, in a finite element scheme, to investigate dynamic soil-structure interaction (SSI) coupled with seismic site effects, under the assumption of vertical propagation of t...

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Bibliographic Details
Main Authors: Maria Paola Santisi d’Avila, Luca Lenti, Stefania Gobbi, Reine Fares
Format: Article
Language:English
Published: SpringerOpen 2022-08-01
Series:Advances in Bridge Engineering
Subjects:
Soil-structure interaction
Bridge design
Three-component earthquake
Wave propagation
Finite element method
Online Access:https://doi.org/10.1186/s43251-022-00057-y

Internet

https://doi.org/10.1186/s43251-022-00057-y

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