Historic Masonry

Autores
Maldonado, Noemi Graciela; Martin, Pablo E.; González del Solar, Gerardo Andrés; Domizio, María Carolina
Año de publicación
2019
Idioma
inglés
Tipo de recurso
parte de libro
Estado
versión publicada
Descripción
Masonry is a composite material characterised by its good behaviour under dead loads and in a nonaggressive environment. However, this noble material does not satisfactorily resist seismic loads. The different types of historical masonry that have remained over time are characterised by an adequate mixture of materials with low chemical reactions that are degrading due to environmental conditions. There are numerous historical masonry construction techniques in the world, reflecting local conditions of materials and workmanship. The key to its permanence and maintenance over time despite the effects of earthquakes is the construction technology and quality of materials used. As a result of earthquake damage observation and experimental research, various technical solutions for rehabilitation and retrofit of masonry are now available. Finite element modelling has become a very useful tool to identify the damage problem in historical masonry but requires a significant contribution of parameters obtained from destructive and nondestructive tests
Fil: Maldonado, Noemi Graciela. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: Martin, Pablo E.. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: González del Solar, Gerardo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: Domizio, María Carolina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Materia
Heritage
Ceramic units
Mortars compatibility
Modelling strengthening
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/283014
Acceder
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network_name_str CONICET Digital (CONICET)
spelling Historic MasonryMaldonado, Noemi GracielaMartin, Pablo E.González del Solar, Gerardo AndrésDomizio, María CarolinaHeritageCeramic unitsMortars compatibilityModelling strengtheninghttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2Masonry is a composite material characterised by its good behaviour under dead loads and in a nonaggressive environment. However, this noble material does not satisfactorily resist seismic loads. The different types of historical masonry that have remained over time are characterised by an adequate mixture of materials with low chemical reactions that are degrading due to environmental conditions. There are numerous historical masonry construction techniques in the world, reflecting local conditions of materials and workmanship. The key to its permanence and maintenance over time despite the effects of earthquakes is the construction technology and quality of materials used. As a result of earthquake damage observation and experimental research, various technical solutions for rehabilitation and retrofit of masonry are now available. Finite element modelling has become a very useful tool to identify the damage problem in historical masonry but requires a significant contribution of parameters obtained from destructive and nondestructive testsFil: Maldonado, Noemi Graciela. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; ArgentinaFil: Martin, Pablo E.. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; ArgentinaFil: González del Solar, Gerardo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; ArgentinaFil: Domizio, María Carolina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; ArgentinaIntechOpenTurcanu Carutiu, Daniela2019info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookParthttp://purl.org/coar/resource_type/c_3248info:ar-repo/semantics/parteDeLibroapplication/pdfapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/283014Maldonado, Noemi Graciela; Martin, Pablo E.; González del Solar, Gerardo Andrés; Domizio, María Carolina; Historic Masonry; IntechOpen; 2019; 1-19978-1-83881-925-5CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://www.intechopen.com/chapters/68031info:eu-repo/semantics/altIdentifier/doi/10.5772/intechopen.87127info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2026-08-25T14:33:17Zoai:ri.conicet.gov.ar:11336/283014instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982026-08-25 14:33:17.271CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Historic Masonry
title Historic Masonry
spellingShingle Historic Masonry
Maldonado, Noemi Graciela
Heritage
Ceramic units
Mortars compatibility
Modelling strengthening
title_short Historic Masonry
title_full Historic Masonry
title_fullStr Historic Masonry
title_full_unstemmed Historic Masonry
title_sort Historic Masonry
dc.creator.none.fl_str_mv Maldonado, Noemi Graciela
Martin, Pablo E.
González del Solar, Gerardo Andrés
Domizio, María Carolina
author Maldonado, Noemi Graciela
author_facet Maldonado, Noemi Graciela
Martin, Pablo E.
González del Solar, Gerardo Andrés
Domizio, María Carolina
author_role author
author2 Martin, Pablo E.
González del Solar, Gerardo Andrés
Domizio, María Carolina
author2_role author
author
author
dc.contributor.none.fl_str_mv Turcanu Carutiu, Daniela
dc.subject.none.fl_str_mv Heritage
Ceramic units
Mortars compatibility
Modelling strengthening
topic Heritage
Ceramic units
Mortars compatibility
Modelling strengthening
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv Masonry is a composite material characterised by its good behaviour under dead loads and in a nonaggressive environment. However, this noble material does not satisfactorily resist seismic loads. The different types of historical masonry that have remained over time are characterised by an adequate mixture of materials with low chemical reactions that are degrading due to environmental conditions. There are numerous historical masonry construction techniques in the world, reflecting local conditions of materials and workmanship. The key to its permanence and maintenance over time despite the effects of earthquakes is the construction technology and quality of materials used. As a result of earthquake damage observation and experimental research, various technical solutions for rehabilitation and retrofit of masonry are now available. Finite element modelling has become a very useful tool to identify the damage problem in historical masonry but requires a significant contribution of parameters obtained from destructive and nondestructive tests
Fil: Maldonado, Noemi Graciela. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: Martin, Pablo E.. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: González del Solar, Gerardo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: Domizio, María Carolina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
description Masonry is a composite material characterised by its good behaviour under dead loads and in a nonaggressive environment. However, this noble material does not satisfactorily resist seismic loads. The different types of historical masonry that have remained over time are characterised by an adequate mixture of materials with low chemical reactions that are degrading due to environmental conditions. There are numerous historical masonry construction techniques in the world, reflecting local conditions of materials and workmanship. The key to its permanence and maintenance over time despite the effects of earthquakes is the construction technology and quality of materials used. As a result of earthquake damage observation and experimental research, various technical solutions for rehabilitation and retrofit of masonry are now available. Finite element modelling has become a very useful tool to identify the damage problem in historical masonry but requires a significant contribution of parameters obtained from destructive and nondestructive tests
publishDate 2019
dc.date.none.fl_str_mv 2019
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/bookPart
http://purl.org/coar/resource_type/c_3248
info:ar-repo/semantics/parteDeLibro
status_str publishedVersion
format bookPart
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/283014
Maldonado, Noemi Graciela; Martin, Pablo E.; González del Solar, Gerardo Andrés; Domizio, María Carolina; Historic Masonry; IntechOpen; 2019; 1-19
978-1-83881-925-5
CONICET Digital
CONICET
url http://hdl.handle.net/11336/283014
identifier_str_mv Maldonado, Noemi Graciela; Martin, Pablo E.; González del Solar, Gerardo Andrés; Domizio, María Carolina; Historic Masonry; IntechOpen; 2019; 1-19
978-1-83881-925-5
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/https://www.intechopen.com/chapters/68031
info:eu-repo/semantics/altIdentifier/doi/10.5772/intechopen.87127
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv IntechOpen
publisher.none.fl_str_mv IntechOpen
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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