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JOURNALS // Vestnik Moskovskogo Universiteta. Seriya 1. Matematika. Mekhanika // Archive

Vestnik Moskov. Univ. Ser. 1. Mat. Mekh., 2017 Number 3, Pages 70–73 (Mi vmumm74)

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Stationary seismic oscillations of a pipeline in viscoelastic soil

M. Sh. Israilov, L. R. Akchamatova

Chechen State University, Grozny

Abstract: Steady-state coupled longitudinal vibrations of a pipeline and a viscoelastic soil during an earthquake are studied. Using specific examples of soils described by the Kelvin–Voigt model and by the viscous liquid model, the main qualitative and quantitative effects of viscosity on the behavior and seismic stability of metallic (steel) and concrete pipelines are clarified.

Key words: seismic vibrations, pipeline, viscoelastic soil.

UDC: 539.3:534.1

Received: 19.10.2016


 English version:
Moscow University Mathematics Bulletin, Moscow University Måchanics Bulletin, 2017, 72:3, 74–77

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