Output only based modal analysis of a reduced scale building using digital camera images
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/173734 |
Resumo: | The article discusses a proposal of displacement measurement using a unique digital camera aiming at to exploit its feasibility for Modal Analysis applications. The proposal discusses a non-contact measuring approach able to measure multiple points simultaneously by using a unique digital camera. A modal analysis of a reduced scale lab building structure based only at the responses of the structure measured with the camera is presented. It focuses at the feasibility of using a simple ordinary camera for performing the output only modal analysis of structures and its advantage. The modal parameters of the structure are estimated from the camera data and also by using ordinary experimental modal analysis based on the Frequency Response Function (FRF) obtained by using the usual sensors like accelerometer and force cell. The comparison of the both analysis showed that the technique is promising noncontact measuring tool relatively simple and effective to be used in structural modal analysis. |
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Repositório Institucional da UNESP |
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spelling |
Output only based modal analysis of a reduced scale building using digital camera imagesImage processingNon-contactOutput only modal analysisThe article discusses a proposal of displacement measurement using a unique digital camera aiming at to exploit its feasibility for Modal Analysis applications. The proposal discusses a non-contact measuring approach able to measure multiple points simultaneously by using a unique digital camera. A modal analysis of a reduced scale lab building structure based only at the responses of the structure measured with the camera is presented. It focuses at the feasibility of using a simple ordinary camera for performing the output only modal analysis of structures and its advantage. The modal parameters of the structure are estimated from the camera data and also by using ordinary experimental modal analysis based on the Frequency Response Function (FRF) obtained by using the usual sensors like accelerometer and force cell. The comparison of the both analysis showed that the technique is promising noncontact measuring tool relatively simple and effective to be used in structural modal analysis.Faculdade de Engenharia de Ilha Solteira UNESP - Univ Estadual de São Paulo Department of Mechanical EngineeringFaculdade de Engenharia de Ilha Solteira UNESP - Univ Estadual de São Paulo Department of Mechanical EngineeringUniversidade Estadual Paulista (Unesp)Sabino, Danilo Damasceno [UNESP]Pereira, João Antonio [UNESP]Abreu, Gustavo Luiz C.M. [UNESP]2018-12-11T17:07:29Z2018-12-11T17:07:29Z2014-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject2185-2191Proceedings of the International Conference on Structural Dynamic , EURODYN, v. 2014-January, p. 2185-2191.2311-9020http://hdl.handle.net/11449/1737342-s2.0-84994397481Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengProceedings of the International Conference on Structural Dynamic , EURODYN0,165info:eu-repo/semantics/openAccess2024-07-04T20:06:43Zoai:repositorio.unesp.br:11449/173734Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T23:35:10.973271Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Output only based modal analysis of a reduced scale building using digital camera images |
title |
Output only based modal analysis of a reduced scale building using digital camera images |
spellingShingle |
Output only based modal analysis of a reduced scale building using digital camera images Sabino, Danilo Damasceno [UNESP] Image processing Non-contact Output only modal analysis |
title_short |
Output only based modal analysis of a reduced scale building using digital camera images |
title_full |
Output only based modal analysis of a reduced scale building using digital camera images |
title_fullStr |
Output only based modal analysis of a reduced scale building using digital camera images |
title_full_unstemmed |
Output only based modal analysis of a reduced scale building using digital camera images |
title_sort |
Output only based modal analysis of a reduced scale building using digital camera images |
author |
Sabino, Danilo Damasceno [UNESP] |
author_facet |
Sabino, Danilo Damasceno [UNESP] Pereira, João Antonio [UNESP] Abreu, Gustavo Luiz C.M. [UNESP] |
author_role |
author |
author2 |
Pereira, João Antonio [UNESP] Abreu, Gustavo Luiz C.M. [UNESP] |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Sabino, Danilo Damasceno [UNESP] Pereira, João Antonio [UNESP] Abreu, Gustavo Luiz C.M. [UNESP] |
dc.subject.por.fl_str_mv |
Image processing Non-contact Output only modal analysis |
topic |
Image processing Non-contact Output only modal analysis |
description |
The article discusses a proposal of displacement measurement using a unique digital camera aiming at to exploit its feasibility for Modal Analysis applications. The proposal discusses a non-contact measuring approach able to measure multiple points simultaneously by using a unique digital camera. A modal analysis of a reduced scale lab building structure based only at the responses of the structure measured with the camera is presented. It focuses at the feasibility of using a simple ordinary camera for performing the output only modal analysis of structures and its advantage. The modal parameters of the structure are estimated from the camera data and also by using ordinary experimental modal analysis based on the Frequency Response Function (FRF) obtained by using the usual sensors like accelerometer and force cell. The comparison of the both analysis showed that the technique is promising noncontact measuring tool relatively simple and effective to be used in structural modal analysis. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-01-01 2018-12-11T17:07:29Z 2018-12-11T17:07:29Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
Proceedings of the International Conference on Structural Dynamic , EURODYN, v. 2014-January, p. 2185-2191. 2311-9020 http://hdl.handle.net/11449/173734 2-s2.0-84994397481 |
identifier_str_mv |
Proceedings of the International Conference on Structural Dynamic , EURODYN, v. 2014-January, p. 2185-2191. 2311-9020 2-s2.0-84994397481 |
url |
http://hdl.handle.net/11449/173734 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Proceedings of the International Conference on Structural Dynamic , EURODYN 0,165 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
2185-2191 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808129532783230976 |