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JOURNALS // Sibirskii Zhurnal Vychislitel'noi Matematiki // Archive

Sib. Zh. Vychisl. Mat., 2009 Volume 12, Number 2, Pages 221–230 (Mi sjvm17)

This article is cited in 1 paper

An indefinite boundary soil–structure interaction mathematical model

Ph. Philipoffa, V. Tchobanovb, M. Grammatikopoulosc, Ph. Mikhaylovd

a Central Laboratory of Seismic Mechanics and Seismic, Engineering-Bulgarian Academy of Sciences, Sofia, Bulgaria
b University of Civil Engineering, Architecture and Geodesy, Civil Engineering Faculty, Department of Structural Mechanics, Sofia, Bulgaria
c University of Ioannina, Natural Sciences, Ioannina, Greece
d Transport faculty, Technical University, Sofia, Bulgaria

Abstract: A model of the indefinite boundary soil–structure interaction problem is presented in the paper. The structure is described by finite elements, the soil is described by a partial hyperbolic equation, and the contact between the soil and the structure is described by a matrix integral equation. The structure and soil damping are examined and a theorem for obtaining a structural finite element damping description is demonstrated.

Key words: indefinite wave boundary problems, structural methods, dynamical condensation, structure and soil damping.

MSC: 74L10, 74S30

Received: 10.12.2007
Revised: 09.07.2008


 English version:
Numerical Analysis and Applications, 2009, 2:2, 179–186

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