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Sibirskii Zhurnal Vychislitel'noi Matematiki, 2009, Volume 12, Number 2, Pages 221–230
(Mi sjvm17)
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This article is cited in 1 scientific paper (total 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.
Received: 10.12.2007 Revised: 09.07.2008
Citation:
Ph. Philipoff, V. Tchobanov, M. Grammatikopoulos, Ph. Mikhaylov, “An indefinite boundary soil–structure interaction mathematical model”, Sib. Zh. Vychisl. Mat., 12:2 (2009), 221–230; Num. Anal. Appl., 2:2 (2009), 179–186
Linking options:
https://www.mathnet.ru/eng/sjvm17 https://www.mathnet.ru/eng/sjvm/v12/i2/p221
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Abstract page: | 260 | Full-text PDF : | 67 | References: | 26 | First page: | 4 |
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