Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies

Structural parameter identification based on the measured dynamic responses has become very popular recently. This paper presents structural parameter identification of fixed end beams by inverse method using measured natural frequencies. An added mass is used as a modification tool. The measurement...

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Main Authors: T. Türker, A. Bayraktar
Format: Article
Language:English
Published: Wiley 2008-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2008/692962
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author T. Türker
A. Bayraktar
author_facet T. Türker
A. Bayraktar
author_sort T. Türker
collection DOAJ
description Structural parameter identification based on the measured dynamic responses has become very popular recently. This paper presents structural parameter identification of fixed end beams by inverse method using measured natural frequencies. An added mass is used as a modification tool. The measurements of the flexural vibrations of a fixed end beam with and without added mass are performed by using experimental modal testing. The solution of free bending transverse vibration of the beam is obtained by solving the differential equation motion of Bernoulli-Euler beam. By introducing the natural frequencies from experimental measurements into the solution of differential equation, the structural parameters of the fixed end beam are calculated.
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institution Kabale University
issn 1070-9622
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language English
publishDate 2008-01-01
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series Shock and Vibration
spelling doaj-art-d388792bb4ae4bd39d045e2fd14c60802025-02-03T06:11:59ZengWileyShock and Vibration1070-96221875-92032008-01-0115550551510.1155/2008/692962Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural FrequenciesT. Türker0A. Bayraktar1Department of Civil Engineering, Karadeniz Technical University, 61080, Trabzon, TurkeyDepartment of Civil Engineering, Karadeniz Technical University, 61080, Trabzon, TurkeyStructural parameter identification based on the measured dynamic responses has become very popular recently. This paper presents structural parameter identification of fixed end beams by inverse method using measured natural frequencies. An added mass is used as a modification tool. The measurements of the flexural vibrations of a fixed end beam with and without added mass are performed by using experimental modal testing. The solution of free bending transverse vibration of the beam is obtained by solving the differential equation motion of Bernoulli-Euler beam. By introducing the natural frequencies from experimental measurements into the solution of differential equation, the structural parameters of the fixed end beam are calculated.http://dx.doi.org/10.1155/2008/692962
spellingShingle T. Türker
A. Bayraktar
Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies
Shock and Vibration
title Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies
title_full Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies
title_fullStr Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies
title_full_unstemmed Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies
title_short Structural Parameter Identification of Fixed End Beams by Inverse Method Using Measured Natural Frequencies
title_sort structural parameter identification of fixed end beams by inverse method using measured natural frequencies
url http://dx.doi.org/10.1155/2008/692962
work_keys_str_mv AT tturker structuralparameteridentificationoffixedendbeamsbyinversemethodusingmeasurednaturalfrequencies
AT abayraktar structuralparameteridentificationoffixedendbeamsbyinversemethodusingmeasurednaturalfrequencies