Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings
Descripción del Articulo
This research was performed by the Engineering & Heritage research group at PUCP with collaboration from the Department of Structural Engineering of the University of Minho in Portugal. The authors would like to acknowledge the Directorate of Research Management at PUCP (project N° 349-2016) for...
| Autores: | , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2019 |
| Institución: | Consejo Nacional de Ciencia Tecnología e Innovación |
| Repositorio: | CONCYTEC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorio.concytec.gob.pe:20.500.12390/664 |
| Enlace del recurso: | https://hdl.handle.net/20.500.12390/664 https://doi.org/10.1016/j.autcon.2018.11.010 |
| Nivel de acceso: | acceso abierto |
| Materia: | Terrestrial laser scanners Binary codes Composite structures Damage detection Earthquake engineering Earthquakes Failure (mechanical) Rare earths Religious buildings Reverse engineering Structural analysis Geometrical acquisition Limit analysis Reverse engineering tools Seismic vulnerability Simplified analytical methods Structural system properties Finite element method https://purl.org/pe-repo/ocde/ford#2.01.01 |
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oai:repositorio.concytec.gob.pe:20.500.12390/664 |
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| dc.title.none.fl_str_mv |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| title |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| spellingShingle |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings Aguilar R. Terrestrial laser scanners Binary codes Composite structures Damage detection Earthquake engineering Earthquakes Failure (mechanical) Failure (mechanical) Rare earths Religious buildings Reverse engineering Structural analysis Geometrical acquisition Limit analysis Reverse engineering tools Seismic vulnerability Simplified analytical methods Simplified analytical methods Structural system properties Finite element method https://purl.org/pe-repo/ocde/ford#2.01.01 |
| title_short |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| title_full |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| title_fullStr |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| title_full_unstemmed |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| title_sort |
Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings |
| author |
Aguilar R. |
| author_facet |
Aguilar R. Noel M.F. Ramos L.F. |
| author_role |
author |
| author2 |
Noel M.F. Ramos L.F. |
| author2_role |
author author |
| dc.contributor.author.fl_str_mv |
Aguilar R. Noel M.F. Ramos L.F. |
| dc.subject.none.fl_str_mv |
Terrestrial laser scanners |
| topic |
Terrestrial laser scanners Binary codes Composite structures Damage detection Earthquake engineering Earthquakes Failure (mechanical) Failure (mechanical) Rare earths Religious buildings Reverse engineering Structural analysis Geometrical acquisition Limit analysis Reverse engineering tools Seismic vulnerability Simplified analytical methods Simplified analytical methods Structural system properties Finite element method https://purl.org/pe-repo/ocde/ford#2.01.01 |
| dc.subject.es_PE.fl_str_mv |
Binary codes Composite structures Damage detection Earthquake engineering Earthquakes Failure (mechanical) Failure (mechanical) Rare earths Religious buildings Reverse engineering Structural analysis Geometrical acquisition Limit analysis Reverse engineering tools Seismic vulnerability Simplified analytical methods Simplified analytical methods Structural system properties Finite element method |
| dc.subject.ocde.none.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#2.01.01 |
| description |
This research was performed by the Engineering & Heritage research group at PUCP with collaboration from the Department of Structural Engineering of the University of Minho in Portugal. The authors would like to acknowledge the Directorate of Research Management at PUCP (project N° 349-2016) for funding this research. The second author also gratefully acknowledges CONCYTEC for the scholarship in support of her Master studies (Contract N° 027-2015 FONDECYT). Finally, the authors acknowledge the special support provided by the order of the Jesuits and the research assistant Rossemary Enciso. |
| publishDate |
2019 |
| 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 |
2019 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12390/664 |
| dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.1016/j.autcon.2018.11.010 |
| dc.identifier.scopus.none.fl_str_mv |
2-s2.0-85056775246 |
| url |
https://hdl.handle.net/20.500.12390/664 https://doi.org/10.1016/j.autcon.2018.11.010 |
| identifier_str_mv |
2-s2.0-85056775246 |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartof.none.fl_str_mv |
Automation in Construction |
| dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.publisher.none.fl_str_mv |
Elsevier B.V. |
| publisher.none.fl_str_mv |
Elsevier B.V. |
| dc.source.none.fl_str_mv |
reponame:CONCYTEC-Institucional instname:Consejo Nacional de Ciencia Tecnología e Innovación instacron:CONCYTEC |
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Consejo Nacional de Ciencia Tecnología e Innovación |
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CONCYTEC |
| institution |
CONCYTEC |
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CONCYTEC-Institucional |
| collection |
CONCYTEC-Institucional |
| repository.name.fl_str_mv |
Repositorio Institucional CONCYTEC |
| repository.mail.fl_str_mv |
repositorio@concytec.gob.pe |
| _version_ |
1844883063996153856 |
| spelling |
Publicationrp00404500rp01496600rp01497600Aguilar R.Noel M.F.Ramos L.F.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2019https://hdl.handle.net/20.500.12390/664https://doi.org/10.1016/j.autcon.2018.11.0102-s2.0-85056775246This research was performed by the Engineering & Heritage research group at PUCP with collaboration from the Department of Structural Engineering of the University of Minho in Portugal. The authors would like to acknowledge the Directorate of Research Management at PUCP (project N° 349-2016) for funding this research. The second author also gratefully acknowledges CONCYTEC for the scholarship in support of her Master studies (Contract N° 027-2015 FONDECYT). Finally, the authors acknowledge the special support provided by the order of the Jesuits and the research assistant Rossemary Enciso.This paper aims at presenting a methodology that integrates reverse engineering tools with a combination of advanced and simplified analytical methods to perform predictive analysis of the structural behavior of historical adobe buildings under seismic loads. This methodology proposes the joint use of terrestrial laser scanner and photogrammetry to obtain accurate geometrical models. The methodology also proposes the in-situ measurement of structural system properties through experimental modal tests. All the collected information is used to create representative Finite Element models which are then considered for performing predictive non-linear analyses and identifying the most probable collapse mechanisms. Limit analysis method is finally used to complement the analysis and to assess the structural performance of the adobe building under study considering different seismic scenarios. The methodology proposed in this paper is validated in the church of San Juan Bautista de Huaro, located in Cusco, Peru. This church was built in the 16th century and is known for its impressive mural paintings covering the entire indoor surface of the church. The results of the seismic assessment methodology proposed in this paper allowed to estimate the global behavior and possible damage patterns in the church during seismic events, showing that the most probable failure mechanisms would be the global rocking of the façade and the partial collapse of tympanum of the façade. The application of this methodology also allowed defining the performance levels of this church when facing different seismic scenarios. The results showed that the church should stay in a safe state until occasional earthquakes with a return period of 72 years. However, the results also indicate that rare earthquakes (return period of 475 years) will produce an unsafe structural condition with partial collapses of structural elements.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengElsevier B.V.Automation in Constructioninfo:eu-repo/semantics/openAccessTerrestrial laser scannersBinary codes-1Composite structures-1Damage detection-1Earthquake engineering-1Earthquakes-1Failure (mechanical)-1Failure (mechanical)-1Rare earths-1Religious buildings-1Reverse engineering-1Structural analysis-1Geometrical acquisition-1Limit analysis-1Reverse engineering tools-1Seismic vulnerability-1Simplified analytical methods-1Simplified analytical methods-1Structural system properties-1Finite element method-1https://purl.org/pe-repo/ocde/ford#2.01.01-1Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildingsinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#20.500.12390/664oai:repositorio.concytec.gob.pe:20.500.12390/6642024-05-30 15:35:56.452http://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#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="223f6497-72f8-44b6-acfd-d7fbf97a1445"> <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>Integration of reverse engineering and non-linear numerical analysis for the seismic assessment of historical adobe buildings</Title> <PublishedIn> <Publication> <Title>Automation in Construction</Title> </Publication> </PublishedIn> <PublicationDate>2019</PublicationDate> <DOI>https://doi.org/10.1016/j.autcon.2018.11.010</DOI> <SCP-Number>2-s2.0-85056775246</SCP-Number> <Authors> <Author> <DisplayName>Aguilar R.</DisplayName> <Person id="rp00404" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Noel M.F.</DisplayName> <Person id="rp01496" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Ramos L.F.</DisplayName> <Person id="rp01497" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Elsevier B.V.</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Terrestrial laser scanners</Keyword> <Keyword>Binary codes</Keyword> <Keyword>Composite structures</Keyword> <Keyword>Damage detection</Keyword> <Keyword>Earthquake engineering</Keyword> <Keyword>Earthquakes</Keyword> <Keyword>Failure (mechanical)</Keyword> <Keyword>Failure (mechanical)</Keyword> <Keyword>Rare earths</Keyword> <Keyword>Religious buildings</Keyword> <Keyword>Reverse engineering</Keyword> <Keyword>Structural analysis</Keyword> <Keyword>Geometrical acquisition</Keyword> <Keyword>Limit analysis</Keyword> <Keyword>Reverse engineering tools</Keyword> <Keyword>Seismic vulnerability</Keyword> <Keyword>Simplified analytical methods</Keyword> <Keyword>Simplified analytical methods</Keyword> <Keyword>Structural system properties</Keyword> <Keyword>Finite element method</Keyword> <Abstract>This paper aims at presenting a methodology that integrates reverse engineering tools with a combination of advanced and simplified analytical methods to perform predictive analysis of the structural behavior of historical adobe buildings under seismic loads. This methodology proposes the joint use of terrestrial laser scanner and photogrammetry to obtain accurate geometrical models. The methodology also proposes the in-situ measurement of structural system properties through experimental modal tests. All the collected information is used to create representative Finite Element models which are then considered for performing predictive non-linear analyses and identifying the most probable collapse mechanisms. Limit analysis method is finally used to complement the analysis and to assess the structural performance of the adobe building under study considering different seismic scenarios. The methodology proposed in this paper is validated in the church of San Juan Bautista de Huaro, located in Cusco, Peru. This church was built in the 16th century and is known for its impressive mural paintings covering the entire indoor surface of the church. The results of the seismic assessment methodology proposed in this paper allowed to estimate the global behavior and possible damage patterns in the church during seismic events, showing that the most probable failure mechanisms would be the global rocking of the façade and the partial collapse of tympanum of the façade. The application of this methodology also allowed defining the performance levels of this church when facing different seismic scenarios. The results showed that the church should stay in a safe state until occasional earthquakes with a return period of 72 years. However, the results also indicate that rare earthquakes (return period of 475 years) will produce an unsafe structural condition with partial collapses of structural elements.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1 |
| score |
13.394457 |
Nota importante:
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).
