Dynamic analysis method for 3-D soil-structure interaction systems with the viscous boundary based on the principle of virtual work

An artificial viscous boundary is introduced into a model to perform a finite element analysis for three-dimensional soil-structure interaction. The applicability of the viscous boundary to three-dimensional nonlinear problems and to simplifying coding in computer programs compensates for its limita...

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Published inProceedings of JSCE no. 11; pp. 395 - 404
Main Authors Miura, F, Okinaka, H
Format Journal Article
LanguageJapanese
Published 01.01.1989
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Abstract An artificial viscous boundary is introduced into a model to perform a finite element analysis for three-dimensional soil-structure interaction. The applicability of the viscous boundary to three-dimensional nonlinear problems and to simplifying coding in computer programs compensates for its limitation in absorbing energy. In this study, the viscous boundary for a full three-dimensional interaction system was derived by virtual work and the effectiveness of the boundary is examined in detail.
AbstractList An artificial viscous boundary is introduced into a model to perform a finite element analysis for three-dimensional soil-structure interaction. The applicability of the viscous boundary to three-dimensional nonlinear problems and to simplifying coding in computer programs compensates for its limitation in absorbing energy. In this study, the viscous boundary for a full three-dimensional interaction system was derived by virtual work and the effectiveness of the boundary is examined in detail.
Author Miura, F
Okinaka, H
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Title Dynamic analysis method for 3-D soil-structure interaction systems with the viscous boundary based on the principle of virtual work
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