Simplified BEM/FEM model for dynamic analysis of structures on piles and pile groups in viscoelastic and poroelastic soils

DOI10.1016/J.ENGANABOUND.2008.04.003zbMath1175.74089OpenAlexW1979577895MaRDI QIDQ1005092

M. A. Millán, José Dominguez

Publication date: 16 March 2009

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2008.04.003

zbMATH Keywords

frequency domaindynamicsboundary elementssoil-structure interactionpile foundationssoil-pile interaction

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (5)

3D seismic responses of a long lined tunnel in layered poro-viscoelastic half-space by a hybrid FE-BE method ⋮ A new BE formulation coupled to the FEM for simulating vertical pile groups ⋮ A frequency domain boundary element formulation for dynamic interaction problems in poroviscoelastic media ⋮ Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space ⋮ Dynamic response of pile group in two-layered soils under scour condition by FEM-ALEM approach

Cites Work

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• On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis
• BE analysis of bottom sediments in dynamic fluid-structure interaction problems
• An Integral Formulation for Dynamic Poroelasticity
• Boundary element approach for dynamic poroelastic problems
• Three-dimensional transient BEM analysis
• A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis

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