Back to search

Virginia Polytechnic Institute and State University

A method for determining the number of dominant modes in sinusoidal structural response

Abstract

dc:description.abstract

Modal analysis is a tool widely used to describe mathematically the vibratory behavior of structures. In modal analysis, the response of a structure at a given frequency of excitation is represented as the summation of the contributions of a 11 the modes of vibration. Although continuous structures have an infinite number of modes, only a few of them are present to a significant degree in the response at any frequency of excitation. These modes are the dominant modes at the given frequency. A vector fit method was developed to determine the number of dominant modes. This method uses only the transfer function matrix (or some part of it) as input, and it approximates each column vector of the matrix as a linear sum, using as a basis a set of orthogonal unit vectors. The errors resulting from these approximations, defined in a least squares sense, are the plotted versus frequency. The relative magnitudes of the error curves indicate the number of dominant modes in the frequency band in question. The method was tested numerically on three models with known modal parameters. These models were designed to have regions of high modal density. It was found that interpretation of the error curves required a certain amount of qualitative judgement based upon criteria other than simply the relative error magnitudes. With these criteria. identified, it was concluded that the vector fit method reliably predicts the correct number of dominant modes provided only that a sufficiently large transfer function matrix is: employed. Specifically, both the number of rows and the number of columns must be greater than the number of dominant mopes.

Degree

thesis:*
Name thesis:degree_name
Master of Science
Level thesis:degree_level
masters
Discipline thesis:degree_discipline
Aerospace and Ocean Engineering
Department dc:contributor.department
Aerospace and Ocean Engineering
Grantor dc:publisher
Virginia Polytechnic Institute and State University
Year dc:date.issued
1978

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Franck, Ariel

Rights

dc:rights
Statement dc:rights
  • In Copyright
Language dc:language.iso
en

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/10919/76394
OAI identifier oai:identifier
oai:vtechworks.lib.vt.edu:10919/76394

Chain of custody

source
Harvested from
Virginia Tech
Base URL
vtechworks.lib.vt.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Franck, Ariel. A method for determining the number of dominant modes in sinusoidal structural response. masters thesis, Virginia Polytechnic Institute and State University, 1978. http://hdl.handle.net/10919/76394