Historic Masonry

Autores
Maldonado, Graciela; Martín, Pablo; González del Solar, Gerardo; Domizio, María
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: Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina
Peer Reviewed
Materia
Heritage, Ceramic Units, Mortars, Compatibility, modelling, strengthening
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2023-04-18T14:26:57Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/7782
Acceder
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spelling Historic MasonryMaldonado, GracielaMartín, PabloGonzález del Solar, GerardoDomizio, MaríaHeritage, Ceramic Units, Mortars, Compatibility, modelling, strengtheningMasonry 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: Universidad Tecnológica Nacional. Facultad Regional Mendoza, ArgentinaPeer ReviewedUniversidad Tecnológica Nacional. Facultad Regional Mendoza2023-04-18T14:26:57Z2023-04-18T14:26:57Z2019-07-01info:eu-repo/semantics/bookPartinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_3248info:ar-repo/semantics/parteDeLibropdfapplication/pdfhttps://www.researchgate.net/publication/334545413_Historic_Masonryhttp://hdl.handle.net/20.500.12272/7782DOI: http://dx.doi.org/10.5772/intechopen.87127enginfo:eu-repo/semantics/openAccess2023-04-18T14:26:57Zhttp://creativecommons.org/publicdomain/zero/1.0/CC0 1.0 UniversalUniversidad Tecnológica Nacional. Facultad Regional MendozaAttributionreponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-09-24T12:47:13Zoai:ria.utn.edu.ar:20.500.12272/7782instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2026-09-24 12:47:14.078Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Historic Masonry
title Historic Masonry
spellingShingle Historic Masonry
Maldonado, 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, Graciela
Martín, Pablo
González del Solar, Gerardo
Domizio, María
author Maldonado, Graciela
author_facet Maldonado, Graciela
Martín, Pablo
González del Solar, Gerardo
Domizio, María
author_role author
author2 Martín, Pablo
González del Solar, Gerardo
Domizio, María
author2_role author
author
author
dc.subject.none.fl_str_mv Heritage, Ceramic Units, Mortars, Compatibility, modelling, strengthening
topic Heritage, Ceramic Units, Mortars, Compatibility, modelling, strengthening
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: Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina
Peer Reviewed
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 2019-07-01
2023-04-18T14:26:57Z
2023-04-18T14:26:57Z
dc.type.none.fl_str_mv info:eu-repo/semantics/bookPart
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_3248
info:ar-repo/semantics/parteDeLibro
format bookPart
status_str publishedVersion
dc.identifier.none.fl_str_mv https://www.researchgate.net/publication/334545413_Historic_Masonry
http://hdl.handle.net/20.500.12272/7782
DOI: http://dx.doi.org/10.5772/intechopen.87127
url https://www.researchgate.net/publication/334545413_Historic_Masonry
http://hdl.handle.net/20.500.12272/7782
identifier_str_mv DOI: http://dx.doi.org/10.5772/intechopen.87127
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2023-04-18T14:26:57Z
http://creativecommons.org/publicdomain/zero/1.0/
CC0 1.0 Universal
Universidad Tecnológica Nacional. Facultad Regional Mendoza
Attribution
eu_rights_str_mv openAccess
rights_invalid_str_mv 2023-04-18T14:26:57Z
http://creativecommons.org/publicdomain/zero/1.0/
CC0 1.0 Universal
Universidad Tecnológica Nacional. Facultad Regional Mendoza
Attribution
dc.format.none.fl_str_mv pdf
application/pdf
dc.publisher.none.fl_str_mv Universidad Tecnológica Nacional. Facultad Regional Mendoza
publisher.none.fl_str_mv Universidad Tecnológica Nacional. Facultad Regional Mendoza
dc.source.none.fl_str_mv reponame:Repositorio Institucional Abierto (UTN)
instname:Universidad Tecnológica Nacional
reponame_str Repositorio Institucional Abierto (UTN)
collection Repositorio Institucional Abierto (UTN)
instname_str Universidad Tecnológica Nacional
repository.name.fl_str_mv Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional
repository.mail.fl_str_mv gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar
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score 13.265058

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