Effect of noise on output-only structural identification of beams

Output-only structural identification is conducted by output data of the structure. These data usually include structural response together with some noise. Success of output-only methods in determining the vibration parameters of a structure depends on the signal to noise ratio (SNR) of the output...

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Autores principales: Seyed Rasoul Nabavian, Mohammad Reza Davoodi, Bahram Navayi Neya, Seyed amin Mostafavian
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2020
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Acceso en línea:https://doaj.org/article/4f5e9ea23b6940af96faa2f8de75f221
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spelling oai:doaj.org-article:4f5e9ea23b6940af96faa2f8de75f2212021-11-08T15:53:20ZEffect of noise on output-only structural identification of beams2476-39772538-261610.22065/jsce.2018.130329.1555https://doaj.org/article/4f5e9ea23b6940af96faa2f8de75f2212020-09-01T00:00:00Zhttps://www.jsce.ir/article_70567_6717d9adfed4ef6c60554e5cb1fcc4f3.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Output-only structural identification is conducted by output data of the structure. These data usually include structural response together with some noise. Success of output-only methods in determining the vibration parameters of a structure depends on the signal to noise ratio (SNR) of the output data. In this paper, the vibration parameters (Natural frequency and Mode shape) of a contilever beam have been obtained using output data which have different signal to noise ratios. The vibration parameters of the beam were determined using modal analysis of finite element model and considered as reference parameters. Then, appropriate input was applied to the beam and the acceleration signal was obtained. To generate noisy data, noise with different powers compared to signal powers were added to acceleration signal. The modal parameters of the beam were obtained using two output-only methods, Peak Picking (PP) and Stochastic Subspace Identification (SSI). The vibration parameters having signal-to-noise ratios greater than 25 (lower noise level) for all considered modes were identified properly. At a signal-to-noise ratio of 0.25 to 25 (higher noise level), it was not possible to identify the modal parameters of the first mode of the beam, but the parameters of the higher modes were identified with good accuracy.Seyed Rasoul NabavianMohammad Reza DavoodiBahram Navayi NeyaSeyed amin MostafavianIranian Society of Structrual Engineering (ISSE)articlestructural identificationoutput-only methodcontilever beamsignal to noise ratio peak pickingstochastic subspace identificationBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss 3, Pp 20-34 (2020)
institution DOAJ
collection DOAJ
language FA
topic structural identification
output-only method
contilever beam
signal to noise ratio peak picking
stochastic subspace identification
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle structural identification
output-only method
contilever beam
signal to noise ratio peak picking
stochastic subspace identification
Bridge engineering
TG1-470
Building construction
TH1-9745
Seyed Rasoul Nabavian
Mohammad Reza Davoodi
Bahram Navayi Neya
Seyed amin Mostafavian
Effect of noise on output-only structural identification of beams
description Output-only structural identification is conducted by output data of the structure. These data usually include structural response together with some noise. Success of output-only methods in determining the vibration parameters of a structure depends on the signal to noise ratio (SNR) of the output data. In this paper, the vibration parameters (Natural frequency and Mode shape) of a contilever beam have been obtained using output data which have different signal to noise ratios. The vibration parameters of the beam were determined using modal analysis of finite element model and considered as reference parameters. Then, appropriate input was applied to the beam and the acceleration signal was obtained. To generate noisy data, noise with different powers compared to signal powers were added to acceleration signal. The modal parameters of the beam were obtained using two output-only methods, Peak Picking (PP) and Stochastic Subspace Identification (SSI). The vibration parameters having signal-to-noise ratios greater than 25 (lower noise level) for all considered modes were identified properly. At a signal-to-noise ratio of 0.25 to 25 (higher noise level), it was not possible to identify the modal parameters of the first mode of the beam, but the parameters of the higher modes were identified with good accuracy.
format article
author Seyed Rasoul Nabavian
Mohammad Reza Davoodi
Bahram Navayi Neya
Seyed amin Mostafavian
author_facet Seyed Rasoul Nabavian
Mohammad Reza Davoodi
Bahram Navayi Neya
Seyed amin Mostafavian
author_sort Seyed Rasoul Nabavian
title Effect of noise on output-only structural identification of beams
title_short Effect of noise on output-only structural identification of beams
title_full Effect of noise on output-only structural identification of beams
title_fullStr Effect of noise on output-only structural identification of beams
title_full_unstemmed Effect of noise on output-only structural identification of beams
title_sort effect of noise on output-only structural identification of beams
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2020
url https://doaj.org/article/4f5e9ea23b6940af96faa2f8de75f221
work_keys_str_mv AT seyedrasoulnabavian effectofnoiseonoutputonlystructuralidentificationofbeams
AT mohammadrezadavoodi effectofnoiseonoutputonlystructuralidentificationofbeams
AT bahramnavayineya effectofnoiseonoutputonlystructuralidentificationofbeams
AT seyedaminmostafavian effectofnoiseonoutputonlystructuralidentificationofbeams
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