Modeling of Structural Masonry Palabras

Autores
González del Solar, Gerardo; Domizio, María; Martín, Pablo; Maldonado, Noemí
Año de publicación
2023
Idioma
inglés
Tipo de recurso
parte de libro
Estado
versión aceptada
Descripción
Masonry is a composite material, and its behavior shows that its weaknesses lie in the minimum resistance of its components and the characteristics of the interfaces between them. Ceramic brick masonry has technological characteristics that make it suitable for housing and building functions. The bricks, of reduced dimensions and joined with mortars of variable characteristics, have the advantage of adapting to almost all construction projects considering the influence of the environment on their service life. The investigation of the structural behavior of masonry has had very significant advances in the laboratory during the last mid-century, which has allowed numerical modeling of the behavior of the material and validation of failure modes under seismic actions. The behavior of heritage masonry with thick walls differs greatly from simple masonry using conventional techniques and materials. These differences in behavior have only been confirmed through numerical simulation contrasted with experimental research. This chapter presents the numerical modeling used for simple and confined masonry with reinforced concrete and for very thick heritage masonry, using the finite element method validated with full-scale laboratory experiences.
Fil: Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina
Peer Reviewed
Materia
Masonry modeling, Earthquake, Thickness, Simulation, FEM
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2024-08-09T12:56:07Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/11289
Acceder
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spelling Modeling of Structural Masonry PalabrasGonzález del Solar, GerardoDomizio, MaríaMartín, PabloMaldonado, NoemíMasonry modeling, Earthquake, Thickness, Simulation, FEMMasonry is a composite material, and its behavior shows that its weaknesses lie in the minimum resistance of its components and the characteristics of the interfaces between them. Ceramic brick masonry has technological characteristics that make it suitable for housing and building functions. The bricks, of reduced dimensions and joined with mortars of variable characteristics, have the advantage of adapting to almost all construction projects considering the influence of the environment on their service life. The investigation of the structural behavior of masonry has had very significant advances in the laboratory during the last mid-century, which has allowed numerical modeling of the behavior of the material and validation of failure modes under seismic actions. The behavior of heritage masonry with thick walls differs greatly from simple masonry using conventional techniques and materials. These differences in behavior have only been confirmed through numerical simulation contrasted with experimental research. This chapter presents the numerical modeling used for simple and confined masonry with reinforced concrete and for very thick heritage masonry, using the finite element method validated with full-scale laboratory experiences.Fil: Universidad Tecnológica Nacional. Facultad Regional Mendoza, ArgentinaPeer ReviewedAmjad Almusaed and Asaad Almssad2024-08-09T12:56:07Z2024-08-09T12:56:07Z2023-01-01info:eu-repo/semantics/bookPartinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_3248info:ar-repo/semantics/parteDeLibropdfapplication/pdfhttp://hdl.handle.net/20.500.12272/11289http://dx.doi.org/10.5772/intechopen.108155enginfo:eu-repo/semantics/openAccess2024-08-09T12:56:07Zhttp://creativecommons.org/publicdomain/zero/1.0/CC0 1.0 UniversalUniversidad Tecnológica Nacional. Facultad Regional MendozaCC BY (Autoría) CC BY-NC (Autoría – No Comercial)reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-10-01T11:59:02Zoai:ria.utn.edu.ar:20.500.12272/11289instacron: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:a2026-10-01 11:59:04.008Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Modeling of Structural Masonry Palabras
title Modeling of Structural Masonry Palabras
spellingShingle Modeling of Structural Masonry Palabras
González del Solar, Gerardo
Masonry modeling, Earthquake, Thickness, Simulation, FEM
title_short Modeling of Structural Masonry Palabras
title_full Modeling of Structural Masonry Palabras
title_fullStr Modeling of Structural Masonry Palabras
title_full_unstemmed Modeling of Structural Masonry Palabras
title_sort Modeling of Structural Masonry Palabras
dc.creator.none.fl_str_mv González del Solar, Gerardo
Domizio, María
Martín, Pablo
Maldonado, Noemí
author González del Solar, Gerardo
author_facet González del Solar, Gerardo
Domizio, María
Martín, Pablo
Maldonado, Noemí
author_role author
author2 Domizio, María
Martín, Pablo
Maldonado, Noemí
author2_role author
author
author
dc.subject.none.fl_str_mv Masonry modeling, Earthquake, Thickness, Simulation, FEM
topic Masonry modeling, Earthquake, Thickness, Simulation, FEM
dc.description.none.fl_txt_mv Masonry is a composite material, and its behavior shows that its weaknesses lie in the minimum resistance of its components and the characteristics of the interfaces between them. Ceramic brick masonry has technological characteristics that make it suitable for housing and building functions. The bricks, of reduced dimensions and joined with mortars of variable characteristics, have the advantage of adapting to almost all construction projects considering the influence of the environment on their service life. The investigation of the structural behavior of masonry has had very significant advances in the laboratory during the last mid-century, which has allowed numerical modeling of the behavior of the material and validation of failure modes under seismic actions. The behavior of heritage masonry with thick walls differs greatly from simple masonry using conventional techniques and materials. These differences in behavior have only been confirmed through numerical simulation contrasted with experimental research. This chapter presents the numerical modeling used for simple and confined masonry with reinforced concrete and for very thick heritage masonry, using the finite element method validated with full-scale laboratory experiences.
Fil: Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina
Peer Reviewed
description Masonry is a composite material, and its behavior shows that its weaknesses lie in the minimum resistance of its components and the characteristics of the interfaces between them. Ceramic brick masonry has technological characteristics that make it suitable for housing and building functions. The bricks, of reduced dimensions and joined with mortars of variable characteristics, have the advantage of adapting to almost all construction projects considering the influence of the environment on their service life. The investigation of the structural behavior of masonry has had very significant advances in the laboratory during the last mid-century, which has allowed numerical modeling of the behavior of the material and validation of failure modes under seismic actions. The behavior of heritage masonry with thick walls differs greatly from simple masonry using conventional techniques and materials. These differences in behavior have only been confirmed through numerical simulation contrasted with experimental research. This chapter presents the numerical modeling used for simple and confined masonry with reinforced concrete and for very thick heritage masonry, using the finite element method validated with full-scale laboratory experiences.
publishDate 2023
dc.date.none.fl_str_mv 2023-01-01
2024-08-09T12:56:07Z
2024-08-09T12:56:07Z
dc.type.none.fl_str_mv info:eu-repo/semantics/bookPart
info:eu-repo/semantics/acceptedVersion
http://purl.org/coar/resource_type/c_3248
info:ar-repo/semantics/parteDeLibro
format bookPart
status_str acceptedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12272/11289
http://dx.doi.org/10.5772/intechopen.108155
url http://hdl.handle.net/20.500.12272/11289
http://dx.doi.org/10.5772/intechopen.108155
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2024-08-09T12:56:07Z
http://creativecommons.org/publicdomain/zero/1.0/
CC0 1.0 Universal
Universidad Tecnológica Nacional. Facultad Regional Mendoza
CC BY (Autoría) CC BY-NC (Autoría – No Comercial)
eu_rights_str_mv openAccess
rights_invalid_str_mv 2024-08-09T12:56:07Z
http://creativecommons.org/publicdomain/zero/1.0/
CC0 1.0 Universal
Universidad Tecnológica Nacional. Facultad Regional Mendoza
CC BY (Autoría) CC BY-NC (Autoría – No Comercial)
dc.format.none.fl_str_mv pdf
application/pdf
dc.publisher.none.fl_str_mv Amjad Almusaed and Asaad Almssad
publisher.none.fl_str_mv Amjad Almusaed and Asaad Almssad
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 13.365483

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