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Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading

A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are...

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Main Author: Sima, Fernando (author)
Other Authors: Roca, Pere (author), Molins, Climent (author)
Format: article
Language:Spanish
Published: 2010
Subjects:
Paredes de mampostería
Análisis sísmico
Análisis no lineal
Formulación Matricial Generalizada
Shear masonry wall
Seismic analysis
Non-linear time domain analysis
Extended frame formulation
Flexibility formulation
Online Access:http://revistas.um.edu.uy/index.php/ingenieria/article/view/284
https://hdl.handle.net/20.500.12806/2460
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author Sima, Fernando
author2 Roca, Pere
Molins, Climent
author2_role author
author
author_browse Molins, Climent
Roca, Pere
Sima, Fernando
author_facet Sima, Fernando
Roca, Pere
Molins, Climent
author_role author
collection REDUM
dc.creator.none.fl_str_mv Sima, Fernando
Roca, Pere
Molins, Climent
dc.date.none.fl_str_mv 2010-10-01
2024-07-12T12:56:16Z
2024-07-12T12:56:16Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://revistas.um.edu.uy/index.php/ingenieria/article/view/284
https://hdl.handle.net/20.500.12806/2460
dc.language.none.fl_str_mv spa
dc.publisher.none.fl_str_mv Universidad de Montevideo
dc.relation.none.fl_str_mv http://revistas.um.edu.uy/index.php/ingenieria/article/view/284/344
dc.rights.none.fl_str_mv Derechos de autor 2019 Fernando Sima, Pere Roca, Climent Molins
info:eu-repo/semantics/openAccess
Atribución 4.0 Internacional
dc.source.none.fl_str_mv Memoria Investigaciones en Ingeniería; No. 8 (2010); 103-110
Memoria Investigaciones en Ingeniería; Núm. 8 (2010); 103-110
Memoria Investigaciones en Ingenieria; n. 8 (2010); 103-110
2301-1106
2301-1092
reponame:REDUM
instname:Universidad de Montevideo
instacron:Universidad de Montevideo
dc.subject.none.fl_str_mv Paredes de mampostería
Análisis sísmico
Análisis no lineal
Formulación Matricial Generalizada
Shear masonry wall
Seismic analysis
Non-linear time domain analysis
Extended frame formulation
Flexibility formulation
dc.title.none.fl_str_mv Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
Respuesta no lineal de estructuras formadas por paredes de mampostería sometidas a cargas cíclicas y dinámicas
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
Peer reviewed articles
Artículos evaluados por pares
Artigos revistos por pares
publishedVersion
info:eu-repo/semantics/publishedVersion
description A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are described as equivalent frame systems. This formulation has been complemented with a cyclic constitutive model and an algorithm for the integration of the equation of motion, resulting in a numerically efficient method for non-linear analysis in time domain of complex masonry systems.
eu_rights_str_mv openAccess
format article
id anni_0a0a1226fdeb0ff4b8669f4e0d6ac930
instacron_str Universidad de Montevideo
institution Universidad de Montevideo
instname_str Universidad de Montevideo
language spa
network_acronym_str anni
network_name_str oai-lr-anni
oai_identifier_str oai:redum.um.edu.uy:20.500.12806/2460
publishDate 2010
publishDateSort 2010
publisher.none.fl_str_mv Universidad de Montevideo
reponame_str REDUM
repository.mail.fl_str_mv
repository.name.fl_str_mv
repository_id_str
rights_invalid_str_mv Derechos de autor 2019 Fernando Sima, Pere Roca, Climent Molins
Atribución 4.0 Internacional
spelling Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic LoadingRespuesta no lineal de estructuras formadas por paredes de mampostería sometidas a cargas cíclicas y dinámicasSima, FernandoRoca, PereMolins, ClimentParedes de mamposteríaAnálisis sísmicoAnálisis no linealFormulación Matricial GeneralizadaShear masonry wallSeismic analysisNon-linear time domain analysisExtended frame formulationFlexibility formulationA method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are described as equivalent frame systems. This formulation has been complemented with a cyclic constitutive model and an algorithm for the integration of the equation of motion, resulting in a numerically efficient method for non-linear analysis in time domain of complex masonry systems.Se presenta un método para el análisis dinámico no lineal de estructuras de mampostería. El método se basa en la llamada Formulación Matricial Generalizada (FMG) para el análisis en servicio y en estado límite último de estructuras formadas por arcos y/o paredes de mampostería, donde tanto los muros sólidos como los muros con aberturas son modelados mediante pórticos equivalentes. Esta Formulación ha sido complementada con un modelo constitutivo cíclico para la mampostería y un algoritmo para la integración de la ecuación del movimiento, resultando un método numéricamente eficiente para el análisis en el dominio del tiempo de sistemas estructurales complejos de mampostería.Universidad de Montevideo2010-10-012024-07-12T12:56:16Z2024-07-12T12:56:16Zinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionPeer reviewed articlesArtículos evaluados por paresArtigos revistos por parespublishedVersioninfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://revistas.um.edu.uy/index.php/ingenieria/article/view/284https://hdl.handle.net/20.500.12806/2460Memoria Investigaciones en Ingeniería; No. 8 (2010); 103-110Memoria Investigaciones en Ingeniería; Núm. 8 (2010); 103-110Memoria Investigaciones en Ingenieria; n. 8 (2010); 103-1102301-11062301-1092reponame:REDUMinstname:Universidad de Montevideoinstacron:Universidad de Montevideospahttp://revistas.um.edu.uy/index.php/ingenieria/article/view/284/344Derechos de autor 2019 Fernando Sima, Pere Roca, Climent Molinsinfo:eu-repo/semantics/openAccessAtribución 4.0 Internacionaloai:redum.um.edu.uy:20.500.12806/24602026-06-16T07:04:33Z
spellingShingle Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
Sima, Fernando
Paredes de mampostería
Análisis sísmico
Análisis no lineal
Formulación Matricial Generalizada
Shear masonry wall
Seismic analysis
Non-linear time domain analysis
Extended frame formulation
Flexibility formulation
status_str publishedVersion
title Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
title_full Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
title_fullStr Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
title_full_unstemmed Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
title_short Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
title_sort Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
topic Paredes de mampostería
Análisis sísmico
Análisis no lineal
Formulación Matricial Generalizada
Shear masonry wall
Seismic analysis
Non-linear time domain analysis
Extended frame formulation
Flexibility formulation
url http://revistas.um.edu.uy/index.php/ingenieria/article/view/284
https://hdl.handle.net/20.500.12806/2460

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