Formulation of 3-D dynamic SSI analysis involving contact nonlinearities by time domain BEM-FEM-Reference-Cited by-同舟云学术

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Formulation of 3-D dynamic SSI analysis involving contact nonlinearities by time domain BEM-FEM

Published:1993-01 Issue:4 Volume:11 Page:277-284
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Karabalis Dimitris L.

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics,General Engineering,Analysis

Reference36 articles.

1. Dynamic response of embedded machine foundations;Stokoe;J. Geotech. Div. ASCE,1974

2. Non-linear rocking response of model containment structures;Vaughan;Earthq. Engng Struct. Dyn.,1983

3. Non-linear soil structure interaction: An overview;Roesset,1982

4. Influence of interface behavior in dynamic soil-structure interaction problems;Zaman,1982

5. Soil structure interaction with separation of base from soil;Wolf;Nucl. Engng Des.,1976

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. FEM and BEM in geomechanics: Foundations and soil-structure interaction — A bibliography (1992–1994);Finite Elements in Analysis and Design;1996-07

2. Dynamic elastoplastic analysis by BEM/FEM;Engineering Analysis with Boundary Elements;1994-01

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