THE PROBLEM OF THE UNDERGROUND PIPELINE VIBRATIONS IN THE VERTICAL PLANE

Authors

  • Mukhiddin Khudjaev Tashkent State Technical University named after Islam Karimov, 2, University str., Tashkent, 100174, Uzbekistan
  • Gulomjon Pirnazarov Tashkent State Transport University,1, Temiryulchilar str., Tashkent, 100167, Uzbekistan
  • Abdurashid Matkarimov Tashkent State Transport University,1, Temiryulchilar str., Tashkent, 100167, Uzbekistan
  • Iroda Abduazimova Tashkent State Transport University,1, Temiryulchilar str., Tashkent, 100167, Uzbekistan

Keywords:

viscoelastic property, variational equation, boundary value problem

Abstract

A system of differential equations of motion of an underground pipeline with natural boundary and initial conditions under spatial seismic loading is derived in the article. From the formulas obtained, it is necessary to determine the internal forces in the sections of the underground structure. Research methods are based on the variational equation of seismic loading of underground structures in a matrix form; methods of mathematical modeling and numerical methods for their solutions An algorithm and a program for the numerical solution of the resulting system of equations are compiled. Having determined the displacements, the internal forces in the sections of the underground pipeline are defined. The influence of the inertia of rotation of the section and the transverse shear on the values of displacements and force factors of the pipe is studied.

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Published

2023-01-27

Issue

Vol. 3 (2023): Procedia of Theoretical and Applied Sciences (2795-5621)

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.