Моделювання вимушених гармонічних коливань прямокутного фундамента на водонасиченій шаруватій основі

Authors

  • Олег Савицький Інститут гідромеханіки НАНА України
  • Oleh Savytskyi Institute of Hydromechanics of NASU, Kyiv, Ukraine https://orcid.org/0000-0002-9212-1744

DOI:

https://doi.org/10.31713/MCIT.2023.042

Abstract

A numerical study of the dynamic contact problem is carried out by the method of orthogonal polynomials. А symbolic solution was found for the double transformants of the vertical displacements of the layered two-phase poroelastic liquid saturated base under the action of arbitrary vertical contact pressures. Numerical analysis was performed for the Rayleigh function and the components of displacements in the kernels of integrable functions. An example of calculating double integrals necessary to determine the contact pressures of two-phase soil under the base of the foundation is given.

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Published

2023-11-22

How to Cite

Савицький, О., & Savytskyi, O. (2023). Моделювання вимушених гармонічних коливань прямокутного фундамента на водонасиченій шаруватій основі. Modeling, Control and Information Technologies, (6), 144–147. https://doi.org/10.31713/MCIT.2023.042

Issue

No. 6 (2023): Modeling, control and information technologies

Section

Mathematical, computer modeling and computational methods

License

Copyright (c) 2023 Modeling, Control and Information Technologies: Proceedings of International scientific and practical conference

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