Preliminary Validation of an Automatic Modal Identification Methodology for Structural Health Monitoring of Historical Buildings

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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...

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Detalles Bibliográficos
Autores: Zonno,Giacomo, Aguilar,Rafael, Castañeda,Benjamin, Boroschek,Rubén, Lourenço,Paulo B.
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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network_acronym_str CONC
network_name_str 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
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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
score 13.448538
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