Dynamic response of 3-d embedded foundations by the boundary element method

DOI10.1016/0045-7825(86)90138-6zbMath0576.73115OpenAlexW1999187388MaRDI QIDQ1064875

Dimitris L. Karabalis, Dimitrios E. Beskos

Publication date: 1986

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(86)90138-6

zbMATH Keywords

dynamic responsearbitrary shapetime domain boundary element methodarbitrary time variationexternally applied forcesfoundation-soil systemlinear elastic, homogeneous, and isotropic half-spacenonlinear soil-structure interaction problemsobliquely incident seismic body or surface wavesstep-by-step time-marching solutionStokes' fundamental solutionsthree-dimensional rigid embedded foundations

Mathematics Subject Classification ID

Contact in solid mechanics (74M15) Soil and rock mechanics (74L10) Theories of friction (tribology) (74A55)

Related Items

Dynamic response of embedded foundations: A hybrid approach, Transient dynamic elastic frictional contact: A general 2D boundary element formulation with examples of SH motion, Coupled BEM-FEM solutions for direct time domain soil-structure interaction analysis., 3D hybrid model of foundation‐soil‐foundation dynamic interaction, Direct boundary integral equations for elastodynamics in 3-D half-spaces, Boundary-integral equation method for elastodynamic scattering by a compact inhomogeneity, Some efficient boundary integral strategies for time-harmonic wave problems in an elastic halfspace, Vibration isolation using open or filled trenches. II: 3-D homogeneous soil, Inertial soil-foundation interaction by a direct time domain BEM, BIE method to analyze wave motion in solids with periodically distributed cavities, An advanced direct time domain BEM formulation for general 3-D elastodynamic problems, Vibration isolation using open or filled trenches. I.: 2-D homogeneous soil, Time-domain BEM for three-dimensional site response analysis of topographic structures

Cites Work

• Nonlinear theory of simple micro-elastic solids. I
• A Finite Element Formulation for Unbounded Homogeneous Continua
• Coupled Rocking and Translating Vibrations of a Buried Foundation
• Multiple Diffractions of Elastic Waves by a Rigid Rectangular Foundation: Plane-Strain Model
• Multiple Diffractions of Elastic Shear Waves by a Rigid Rectangular Foundation Embedded in an Elastic Half Space
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