Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings
Descripción del Articulo
Automatic structural modal parameter estimation is a key aspect for a continuous health monitoring process. In the case of existing buildings and historical constructions, the implementation of an automatic process for structural health monitoring (SHM) is important since it provides qualitative inf...
Autores: | , , , , |
---|---|
Formato: | artículo |
Fecha de Publicación: | 2018 |
Institución: | Consejo Nacional de Ciencia Tecnología e Innovación |
Repositorio: | CONCYTEC-Institucional |
Lenguaje: | inglés |
OAI Identifier: | oai:repositorio.concytec.gob.pe:20.500.12390/846 |
Enlace del recurso: | https://hdl.handle.net/20.500.12390/846 https://doi.org/10.18178/ijscer.7.2.144-150 |
Nivel de acceso: | acceso abierto |
Materia: | historical building earthen structures automatic modal analysis https://purl.org/pe-repo/ocde/ford#2.01.00 |
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oai:repositorio.concytec.gob.pe:20.500.12390/846 |
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CONC |
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CONCYTEC-Institucional |
repository_id_str |
4689 |
dc.title.none.fl_str_mv |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
title |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
spellingShingle |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings Zonno,Giacomo historical building earthen structures automatic modal analysis https://purl.org/pe-repo/ocde/ford#2.01.00 |
title_short |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
title_full |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
title_fullStr |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
title_full_unstemmed |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
title_sort |
Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings |
author |
Zonno,Giacomo |
author_facet |
Zonno,Giacomo Aguilar,Rafael Castañeda,Benjamin Boroschek,Rubén Lourenço,Paulo B. |
author_role |
author |
author2 |
Aguilar,Rafael Castañeda,Benjamin Boroschek,Rubén Lourenço,Paulo B. |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Zonno,Giacomo Aguilar,Rafael Castañeda,Benjamin Boroschek,Rubén Lourenço,Paulo B. |
dc.subject.none.fl_str_mv |
historical building |
topic |
historical building earthen structures automatic modal analysis https://purl.org/pe-repo/ocde/ford#2.01.00 |
dc.subject.es_PE.fl_str_mv |
earthen structures automatic modal analysis |
dc.subject.ocde.none.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#2.01.00 |
description |
Automatic structural modal parameter estimation is a key aspect for a continuous health monitoring process. In the case of existing buildings and historical constructions, the implementation of an automatic process for structural health monitoring (SHM) is important since it provides qualitative information of the structural behavior through time. For parametric system identification, this task is faced with the automatic interpretation of stabilization diagrams and the elimination of the mathematical or spurious modes. The present paper shows a fully automated modal identification methodology based on the application of four processing stages: (i) digital signal pre processing of the recorded data and the application of the Data-Driven Stochastic Subspace Identification method to obtain modal parameters; (ii) automatic analysis of the stabilization diagram with the application of soft\hard validation criteria and the use of hierarchical clustering approach; (iii) automatic estimation of the modal parameters (frequencies, damping and modal shape) of the structure and (iv) automatic modal tracking of the data with a time-windows technique. This paper presents the adopted methodology to automatically track the variation of the modal parameters of earthen systems and a particular application in a sixteenth century adobe church. The developed methodology shows good results for the task of cleaning of stabilization diagrams which then allows the accurate automatic estimation of the modal parameters. |
publishDate |
2018 |
dc.date.accessioned.none.fl_str_mv |
2024-05-30T23:13:38Z |
dc.date.available.none.fl_str_mv |
2024-05-30T23:13:38Z |
dc.date.issued.fl_str_mv |
2018 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12390/846 |
dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.18178/ijscer.7.2.144-150 |
url |
https://hdl.handle.net/20.500.12390/846 https://doi.org/10.18178/ijscer.7.2.144-150 |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.ispartof.none.fl_str_mv |
International Journal of Structural and Civil Engineering Research |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.uri.none.fl_str_mv |
https://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.publisher.none.fl_str_mv |
IJSCER |
publisher.none.fl_str_mv |
IJSCER |
dc.source.none.fl_str_mv |
reponame:CONCYTEC-Institucional instname:Consejo Nacional de Ciencia Tecnología e Innovación instacron:CONCYTEC |
instname_str |
Consejo Nacional de Ciencia Tecnología e Innovación |
instacron_str |
CONCYTEC |
institution |
CONCYTEC |
reponame_str |
CONCYTEC-Institucional |
collection |
CONCYTEC-Institucional |
repository.name.fl_str_mv |
Repositorio Institucional CONCYTEC |
repository.mail.fl_str_mv |
repositorio@concytec.gob.pe |
_version_ |
1839175688607760384 |
spelling |
Publicationrp02185600rp00424500rp02187600rp02188600rp02186600Zonno,GiacomoAguilar,RafaelCastañeda,BenjaminBoroschek,RubénLourenço,Paulo B.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2018https://hdl.handle.net/20.500.12390/846https://doi.org/10.18178/ijscer.7.2.144-150Automatic structural modal parameter estimation is a key aspect for a continuous health monitoring process. In the case of existing buildings and historical constructions, the implementation of an automatic process for structural health monitoring (SHM) is important since it provides qualitative information of the structural behavior through time. For parametric system identification, this task is faced with the automatic interpretation of stabilization diagrams and the elimination of the mathematical or spurious modes. The present paper shows a fully automated modal identification methodology based on the application of four processing stages: (i) digital signal pre processing of the recorded data and the application of the Data-Driven Stochastic Subspace Identification method to obtain modal parameters; (ii) automatic analysis of the stabilization diagram with the application of soft\hard validation criteria and the use of hierarchical clustering approach; (iii) automatic estimation of the modal parameters (frequencies, damping and modal shape) of the structure and (iv) automatic modal tracking of the data with a time-windows technique. This paper presents the adopted methodology to automatically track the variation of the modal parameters of earthen systems and a particular application in a sixteenth century adobe church. The developed methodology shows good results for the task of cleaning of stabilization diagrams which then allows the accurate automatic estimation of the modal parameters.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengIJSCERInternational Journal of Structural and Civil Engineering Researchinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/4.0/historical buildingearthen structures-1automatic modal analysis-1https://purl.org/pe-repo/ocde/ford#2.01.00-1Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildingsinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC20.500.12390/846oai:repositorio.concytec.gob.pe:20.500.12390/8462024-05-30 15:59:28.91https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_14cbinfo:eu-repo/semantics/closedAccessmetadata only accesshttps://repositorio.concytec.gob.peRepositorio Institucional CONCYTECrepositorio@concytec.gob.pe#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="a9017adc-933a-48da-bb88-7da39b1b28c9"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>eng</Language> <Title>Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings</Title> <PublishedIn> <Publication> <Title>International Journal of Structural and Civil Engineering Research</Title> </Publication> </PublishedIn> <PublicationDate>2018</PublicationDate> <DOI>https://doi.org/10.18178/ijscer.7.2.144-150</DOI> <Authors> <Author> <DisplayName>Zonno,Giacomo</DisplayName> <Person id="rp02185" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Aguilar,Rafael</DisplayName> <Person id="rp00424" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Castañeda,Benjamin</DisplayName> <Person id="rp02187" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Boroschek,Rubén</DisplayName> <Person id="rp02188" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Lourenço,Paulo B.</DisplayName> <Person id="rp02186" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>IJSCER</DisplayName> <OrgUnit /> </Publisher> </Publishers> <License>https://creativecommons.org/licenses/by-nc-nd/4.0/</License> <Keyword>historical building</Keyword> <Keyword>earthen structures</Keyword> <Keyword>automatic modal analysis</Keyword> <Abstract>Automatic structural modal parameter estimation is a key aspect for a continuous health monitoring process. In the case of existing buildings and historical constructions, the implementation of an automatic process for structural health monitoring (SHM) is important since it provides qualitative information of the structural behavior through time. For parametric system identification, this task is faced with the automatic interpretation of stabilization diagrams and the elimination of the mathematical or spurious modes. The present paper shows a fully automated modal identification methodology based on the application of four processing stages: (i) digital signal pre processing of the recorded data and the application of the Data-Driven Stochastic Subspace Identification method to obtain modal parameters; (ii) automatic analysis of the stabilization diagram with the application of soft\hard validation criteria and the use of hierarchical clustering approach; (iii) automatic estimation of the modal parameters (frequencies, damping and modal shape) of the structure and (iv) automatic modal tracking of the data with a time-windows technique. This paper presents the adopted methodology to automatically track the variation of the modal parameters of earthen systems and a particular application in a sixteenth century adobe church. The developed methodology shows good results for the task of cleaning of stabilization diagrams which then allows the accurate automatic estimation of the modal parameters.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1 |
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13.448538 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).