3D non-linear time domain FEM–BEM approach to soil–structure interaction problems-Reference-Cited by-同舟云学术

3D non-linear time domain FEM–BEM approach to soil–structure interaction problems

Published:2013-03 Issue:3 Volume:37 Page:501-512
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Romero A.,Galvín P.,Domínguez J.

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics,General Engineering,Analysis

Reference55 articles.

1. Boundary elements in dynamics;Domínguez,1993

2. Domínguez J. Response of embedded rectangular foundations to travelling waves. Technical report, Departament of Civil Engineering, R78–24, Cambridge, Massachusetts, USA; 1978.

3. Frequency response functions for arch dams: hydrodynamic and foundation flexibility effects;Fok;Earthquake Eng Struct Dyn,1986

4. Medina F, Domínguez J, Tassoulas JL. Response of dams to earthquakes including effects of sediments. J Struct Eng, New York, vol. 116 (11); 1990. p. 3108–21.

5. BE analysis of bottom sediments in dynamic fluid-structure interaction problems;J Aznárez;Eng Anal Boundary Elem,2006

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