Capítulo 9 : modeling of Structural Masonry

Autores
Maldonado, Graciela; González del Solar, Gerardo
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
Fuente
IntechOpen 1(3), 20. (2023)
Materia
Masonry modeling, Earthquake, Thickness, Simulation, FEM
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2024-03-15T16:53:18Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/9753
Acceder
id RIAUTN_8e3bec7ac75fee72ad6e4ea7236ad8f1
oai_identifier_str oai:ria.utn.edu.ar:20.500.12272/9753
network_acronym_str RIAUTN
repository_id_str a
network_name_str Repositorio Institucional Abierto (UTN)
spelling Capítulo 9 : modeling of Structural MasonryMaldonado, GracielaGonzález del Solar, GerardoMasonry 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 Reviewed*2024-03-15T16:53:18Z2024-03-15T16:53:18Z2023-01-01info:eu-repo/semantics/bookPartinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_3248info:ar-repo/semantics/parteDeLibropdfapplication/octet-stream978-1-83768-126-6.http://hdl.handle.net/20.500.12272/9753IntechOpen 1(3), 20. (2023)reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacionalenginfo:eu-repo/semantics/openAccess2024-03-15T16:53:18Zhttp://creativecommons.org/publicdomain/zero/1.0/CC0 1.0 UniversalUniversidad Tecnológica Nacional. Facultad Regional MendozaNo comercial2026-09-24T12:47:41Zoai:ria.utn.edu.ar:20.500.12272/9753instacron: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 12:47:42.133Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Capítulo 9 : modeling of Structural Masonry
title Capítulo 9 : modeling of Structural Masonry
spellingShingle Capítulo 9 : modeling of Structural Masonry
Maldonado, Graciela
Masonry modeling, Earthquake, Thickness, Simulation, FEM
title_short Capítulo 9 : modeling of Structural Masonry
title_full Capítulo 9 : modeling of Structural Masonry
title_fullStr Capítulo 9 : modeling of Structural Masonry
title_full_unstemmed Capítulo 9 : modeling of Structural Masonry
title_sort Capítulo 9 : modeling of Structural Masonry
dc.creator.none.fl_str_mv Maldonado, Graciela
González del Solar, Gerardo
author Maldonado, Graciela
author_facet Maldonado, Graciela
González del Solar, Gerardo
author_role author
author2 González del Solar, Gerardo
author2_role 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
2024-03-15T16:53:18Z
2024-03-15T16:53:18Z
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 978-1-83768-126-6.
http://hdl.handle.net/20.500.12272/9753
identifier_str_mv 978-1-83768-126-6.
url http://hdl.handle.net/20.500.12272/9753
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2024-03-15T16:53:18Z
http://creativecommons.org/publicdomain/zero/1.0/
CC0 1.0 Universal
Universidad Tecnológica Nacional. Facultad Regional Mendoza
No comercial
eu_rights_str_mv openAccess
rights_invalid_str_mv 2024-03-15T16:53:18Z
http://creativecommons.org/publicdomain/zero/1.0/
CC0 1.0 Universal
Universidad Tecnológica Nacional. Facultad Regional Mendoza
No comercial
dc.format.none.fl_str_mv pdf
application/octet-stream
dc.publisher.none.fl_str_mv *
publisher.none.fl_str_mv *
dc.source.none.fl_str_mv IntechOpen 1(3), 20. (2023)
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
_version_ 1877230944372391936
score 13.265058

Publicaciones similares