A BEM-FEM using layered half-space Green's function in time domain for SSI analyses

DOI10.1016/J.ENGANABOUND.2014.11.027zbMath1403.74121OpenAlexW2062026965WikidataQ58879845 ScholiaQ58879845MaRDI QIDQ1654675

Y. Aharonov

Publication date: 9 August 2018

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2014.11.027

zbMATH Keywords

time domainsoil-structure interactionBEM-FEM couplinglayered half-space fundamental solution

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60) Boundary element methods for initial value and initial-boundary value problems involving PDEs (65M38) Fundamental solutions, Green's function methods, etc. for initial value and initial-boundary value problems involving PDEs (65M80)

Related Items (6)

Modeling elastic wave propagation in fluid-filled boreholes drilled in nonhomogeneous media: BEM-MLPG versus BEM-FEM coupling ⋮ Time series dual boundary element model for P and SV waves propagation in half-space ⋮ Equivalent linear model for the lateral dynamic analysis of pile foundations considering pile-soil interface degradation ⋮ A 3D BEM-FEM approach using layered transversely isotropic half-space Green's functions in the frequency domain for SSI analyses ⋮ Fundamental solution of general time-harmonic loading over a transversely isotropic, elastic and layered half-space: an efficient and accurate approach ⋮ Lamb waves in the wavenumber-time domain: separation of established and non-established regimes

Uses Software

• Matlab
• SSIFiBo
• EDT

Cites Work

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• 3D non-linear time domain FEM-BEM approach to soil-structure interaction problems
• A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace
• A new formula for the \(C\)-matrix in the Somigliana identity
• Coupled BEM-FEM solutions for direct time domain soil-structure interaction analysis.
• BE analysis of bottom sediments in dynamic fluid-structure interaction problems
• Analysis of ground motion due to moving surface loads induced by high-speed trains
• A 3D time domain numerical model based on half-space Green's function for soil-structure interaction analysis
• Lamb's problem at its simplest
• The influence of the soil stratification on free field traffic-induced vibrations.

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