Calculation of free vibrations frequencies of towers using Faddeev's and Krylov's methods

The paper considers the issue of dynamic calculation of free vibration frequencies for tower-type structures. The authors propose to use a scheme in the form of a discrete model with the replacement of distributed masses by concentrated masses when calculating a real continuum system. Spreadsheets were used to solve the problem of calculating natural vibration frequencies. The theoretical basis of the calculation includes a description of numerical methods for solving the determinant of the secular equation. The paper shows algorithms of computational operations for calculating free vibrations of systems with a finite number of freedom degrees using the method by D.K. Faddeev and the method by A.N. Krylov. The approaches to finding the roots of the n-degree characteristic equation are analysed. The paper contains calculation examples of natural vibrations of tower-type structures with five and six degrees of freedom.

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Publication Details

Journal
Smart composite in construction
Published
2025-03-25
DOI
https://doi.org/10.52957/2782-1919-2025-6-1-8-20
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
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article

Calculation of free vibrations frequencies of towers using Faddeev's and Krylov's methods

Grigoriy Golub, Sergey Tumakov
Smart composite in construction
Structural Health Monitoring Techniques
article

Calculation of free vibrations frequencies of towers using Faddeev's and Krylov's methods

Grigoriy Golub, Sergey Tumakov
article en

Abstract

The paper considers the issue of dynamic calculation of free vibration frequencies for tower-type structures. The authors propose to use a scheme in the form of a discrete model with the replacement of distributed masses by concentrated masses when calculating a real continuum system. Spreadsheets were used to solve the problem of calculating natural vibration frequencies. The theoretical basis of the calculation includes a description of numerical methods for solving the determinant of the secular equation. The paper shows algorithms of computational operations for calculating free vibrations of systems with a finite number of freedom degrees using the method by D.K. Faddeev and the method by A.N. Krylov. The approaches to finding the roots of the n-degree characteristic equation are analysed. The paper contains calculation examples of natural vibrations of tower-type structures with five and six degrees of freedom.

Smart composite in constructionVol. 6(1)
Yaroslavl State Technical University (RU)
Openalex Percentile: Top 94%
Structural Health Monitoring Techniques
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