Isotropic layered soil-structure interaction caused by stationary random excitations

DOI10.1016/j.ijsolstr.2008.08.026zbMath1215.74054OpenAlexW1990559778MaRDI QIDQ544987

Qiang Gao, W. P. Howson, F. W. Williams, Wan-xie Zhong, Jia-Hao Lin

Publication date: 22 June 2011

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.08.026

zbMATH Keywords

pseudo-excitation methodsoil-structure interactionrandom wavesprecise integration methodlayered solids

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Random vibrations in dynamical problems in solid mechanics (74H50)

Cites Work

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• On precise integration method.
• Duality system in applied mechanics and optimal control.
• A precise method for solving wave propagation problems in layered anisotropic media
• Random wave propagation in a viscoelastic layered half space
• A precise numerical method for Rayleigh waves in a stratified half space
• Frequency domain analysis of soil-structure interaction
• Earthquake response analysis in the time domain for 2D soil-structure systems using analytical frequency-dependent infinite elements
• A coupling procedure of FE and SBFE for soil–structure interaction in the time domain
• Dynamic soil-structure interaction analysis of layered unbounded media via a coupled finite element/boundary element/scaled boundary finite element model

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