The effectiveness of wave barriers on the dynamic stiffness coefficients of foundations using boundary element method

DOI10.1016/J.AMC.2006.01.008zbMath1158.74508OpenAlexW2030962551MaRDI QIDQ849839

S. Fırat, Ị. Çankaya, Erkan Celebi

Publication date: 31 October 2006

Published in: Applied Mathematics and Computation (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.amc.2006.01.008

zbMATH Keywords

boundary element methodimpedance functionssubstructuring approachtrench barrier

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (1)

Efficiency of wave impeding barrier in pipeline construction under earthquake excitation using nonlinear finite element analysis

Cites Work

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• Vibration isolation using open or filled trenches. III: 2-D non- homogeneous soil
• The evaluation of impedance functions in the analysis of foundations vibrations using boundary element method
• A direct formulation and numerical solution of the general transient elastodynamic problem I

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