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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Format: | Article |
Language: | English |
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Wiley
2008-01-01
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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. |
format | Article |
id | doaj-art-d388792bb4ae4bd39d045e2fd14c6080 |
institution | Kabale University |
issn | 1070-9622 1875-9203 |
language | English |
publishDate | 2008-01-01 |
publisher | Wiley |
record_format | Article |
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 |