ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT

This paper presents the results of studies on the analytical dependence between the value of a longitudinal distributed load and the frequency of free vibrations in a uniform rod. Based on the exact solution of the corresponding differential equation, a method for calculating vibrations in rod struc...

Full description

Bibliographic Details
Main Authors: Yurii Krutii, Victor Vandynskyi, Petr Konstantinov
Format: Article
Language:English
Published: Faculty of Civil Engineering Osijek 2021-01-01
Series:e-GFOS
Subjects:
Online Access:http://e-gfos.gfos.hr/app/storage/protected/23-07-2021-05-56-27-egfos-2021-22-3.pdf
id doaj-7ca2a4cd81c445f19a99cd67fd0d7daf
record_format Article
spelling doaj-7ca2a4cd81c445f19a99cd67fd0d7daf2021-08-12T10:07:28ZengFaculty of Civil Engineering Osijeke-GFOS 1847-89482021-01-011222294010.13167/2021.22.3207ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHTYurii Krutii0Victor Vandynskyi1Petr Konstantinov2Odessa State Academy of Civil Engineering and Architecture, Department of Information Technology and Applied MathematicsOdessa State Academy of Civil Engineering and Architecture, Building mechanical DepartmentOdessa State Academy of Civil Engineering and Architecture, Department metal, wooden and plastic structuresThis paper presents the results of studies on the analytical dependence between the value of a longitudinal distributed load and the frequency of free vibrations in a uniform rod. Based on the exact solution of the corresponding differential equation, a method for calculating vibrations in rod structures, while considering their dead weight, is implemented. The method algorithm is shown using the example of a rod with both ends clamped. This article contains graphs and analytical formulas for displaying dependencies. A table is provided that contains all the necessary coefficients to perform similar calculations for other boundary conditions. These results allow the physical and mechanical characteristics of a system to be used to determine the natural frequency of rod structures without using approximate methods.http://e-gfos.gfos.hr/app/storage/protected/23-07-2021-05-56-27-egfos-2021-22-3.pdfrod structurevariable longitudinal forcebending vibrationnatural frequency
collection DOAJ
language English
format Article
sources DOAJ
author Yurii Krutii
Victor Vandynskyi
Petr Konstantinov
spellingShingle Yurii Krutii
Victor Vandynskyi
Petr Konstantinov
ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT
e-GFOS
rod structure
variable longitudinal force
bending vibration
natural frequency
author_facet Yurii Krutii
Victor Vandynskyi
Petr Konstantinov
author_sort Yurii Krutii
title ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT
title_short ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT
title_full ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT
title_fullStr ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT
title_full_unstemmed ANALYTICAL CALCULATIONS OF THE VIBRATIONS OF VERTICAL STRUCTURES CONSIDERING THEIR DEAD WEIGHT
title_sort analytical calculations of the vibrations of vertical structures considering their dead weight
publisher Faculty of Civil Engineering Osijek
series e-GFOS
issn 1847-8948
publishDate 2021-01-01
description This paper presents the results of studies on the analytical dependence between the value of a longitudinal distributed load and the frequency of free vibrations in a uniform rod. Based on the exact solution of the corresponding differential equation, a method for calculating vibrations in rod structures, while considering their dead weight, is implemented. The method algorithm is shown using the example of a rod with both ends clamped. This article contains graphs and analytical formulas for displaying dependencies. A table is provided that contains all the necessary coefficients to perform similar calculations for other boundary conditions. These results allow the physical and mechanical characteristics of a system to be used to determine the natural frequency of rod structures without using approximate methods.
topic rod structure
variable longitudinal force
bending vibration
natural frequency
url http://e-gfos.gfos.hr/app/storage/protected/23-07-2021-05-56-27-egfos-2021-22-3.pdf
work_keys_str_mv AT yuriikrutii analyticalcalculationsofthevibrationsofverticalstructuresconsideringtheirdeadweight
AT victorvandynskyi analyticalcalculationsofthevibrationsofverticalstructuresconsideringtheirdeadweight
AT petrkonstantinov analyticalcalculationsofthevibrationsofverticalstructuresconsideringtheirdeadweight
_version_ 1721209544355348480