DEPENDENCE OF THE LEVEL OF VIBRATIONS GENERATED ON THE GROUND BY THE MOVEMENT OF RAILWAY TRAINS ON THE POSITION OF THE ROAD SURFACE

Authors

  • Boytemirov Muhammadbobir Boyjo'ra Ugli Lecturer of the department "Resistance and Mechanics of Materials" Namangan engineering - construction institute
  • Xoldarov Samandar Rahmonjon o’g’li Master of Namangan Engineering - Construction Institute

Keywords:

Vibration waves, relief, ground, construction, theory of elasticity, amplitude, buildings, ground model, conductive boundary conditions, finite elements

Abstract

The article examines the propagation of vibration waves in the ground and building structures during the movement of railway trains. The position of the railway track was changed in order to reduce the level of vibration waves. The railway was placed 2 m above the canvas level and its efficiency was analyzed. The problem is solved by the finite element method, leading to a flat problem of the theory of elasticity

Downloads

Published

2021-03-26

Issue

2021: TECHMIND

Section

Articles

License

Creative Commons License

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