Vibration isolation using open or filled trenches. II: 3-D homogeneous soil

DOI10.1007/BF00350518zbMath0725.73076MaRDI QIDQ2277304

B. Dasgupta, I. G. Vardoulakis, Dimitrios E. Beskos

Publication date: 1990

Published in: Computational Mechanics (Search for Journal in Brave)

zbMATH Keywords

elastichomogeneousviscoelasticisotropicground transmitted wavesharmonic motion of a surface rigid machine foundationinfinite space fundamental solutionsoil-foundation interfacethree-dimensional context

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Boundary element methods applied to problems in solid mechanics (74S15) Surface waves in solid mechanics (74J15) Soil and rock mechanics (74L10)

Related Items (5)

Finite element analyses of wave propagations due to a high-speed train across bridges ⋮ Unnamed Item ⋮ Abatement of railway induced vibrations: numerical comparison of trench solutions ⋮ Numerical analysis of the isolation of the vibration due to Rayleigh waves by using pile rows in the poroelastic medium ⋮ Vibration isolation using open or filled trenches. III: 2-D non- homogeneous soil

Cites Work

• Dynamic analysis of 3-D structures by a transformed boundary element method
• On time-harmonic elastic-wave analysis by the boundary element method for moderate to high frequencies
• Dynamic response of 3-d embedded foundations by the boundary element method
• Vibration isolation using open or filled trenches. I.: 2-D homogeneous soil
• A boundary integral equation method for radiation and scattering of elastic waves in three dimensions
• Time-domain transient elastodynamic analysis of 3-D solids by BEM
• Scattering of P and S waves by spherical inclusions and cavities
• Scattering of Plane Compressional Waves by a Spherical Obstacle
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: Vibration isolation using open or filled trenches. II: 3-D homogeneous soil