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
| 2010 | |
|
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 |
|
| Español | |
| Universidad de Montevideo | |
| REDUM | |
|
https://revistas.um.edu.uy/index.php/ingenieria/article/view/284
https://hdl.handle.net/20.500.12806/3225 |
|
| Acceso abierto | |
| Atribución 4.0 Internacional |
| _version_ | 1876572892447113216 |
|---|---|
| author | Sima, Fernando |
| author2 | Roca, Pere Molins, Climent |
| author2_role | author author |
| 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.accessioned.none.fl_str_mv | 2026-08-18T15:48:18Z |
| dc.date.available.none.fl_str_mv | 2026-08-18T15:48:18Z |
| dc.date.none.fl_str_mv | 2010-10-01 |
| dc.description.en-US.fl_txt_mv | 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. |
| dc.description.es-ES.fl_txt_mv | 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. |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | https://revistas.um.edu.uy/index.php/ingenieria/article/view/284 |
| dc.identifier.uri.none.fl_str_mv | https://hdl.handle.net/20.500.12806/3225 |
| dc.language.iso.none.fl_str_mv | spa |
| dc.publisher.es-ES.fl_str_mv | Universidad de Montevideo |
| dc.relation.none.fl_str_mv | https://revistas.um.edu.uy/index.php/ingenieria/article/view/284/344 |
| dc.rights.es-ES.fl_str_mv | Derechos de autor 2019 Fernando Sima, Pere Roca, Climent Molins |
| dc.rights.license.none.fl_str_mv | Atribución 4.0 Internacional |
| dc.rights.none.fl_str_mv | info:eu-repo/semantics/openAccess |
| dc.source.en-US.fl_str_mv | Memoria Investigaciones en Ingeniería; No. 8 (2010); 103-110 |
| dc.source.es-ES.fl_str_mv | Memoria Investigaciones en Ingeniería; Núm. 8 (2010); 103-110 |
| dc.source.none.fl_str_mv | 2301-1106 2301-1092 reponame:REDUM instname:Universidad de Montevideo instacron:Universidad de Montevideo |
| dc.source.pt-BR.fl_str_mv | Memoria Investigaciones en Ingenieria; n. 8 (2010); 103-110 |
| dc.subject.en-US.fl_str_mv | Shear masonry wall Seismic analysis Non-linear time domain analysis Extended frame formulation Flexibility formulation |
| dc.subject.es-ES.fl_str_mv | Paredes de mampostería Análisis sísmico Análisis no lineal Formulación Matricial Generalizada |
| 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.en-US.fl_str_mv | Peer reviewed articles |
| dc.type.es-ES.fl_str_mv | Artículos evaluados por pares |
| dc.type.none.fl_str_mv | info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
| dc.type.pt-BR.fl_str_mv | Artigos revistos por pares |
| dc.type.version.none.fl_str_mv | 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 | REDUM_04dcc8f2f0b24f385b2c4b8bda2da098 |
| instacron_str | Universidad de Montevideo |
| institution | Universidad de Montevideo |
| instname_str | Universidad de Montevideo |
| language | spa |
| network_acronym_str | REDUM |
| network_name_str | REDUM |
| oai_identifier_str | oai:redum.um.edu.uy:20.500.12806/3225 |
| publishDate | 2010 |
| reponame_str | REDUM |
| repository.mail.fl_str_mv | nolascoaga@um.edu.uy |
| repository.name.fl_str_mv | REDUM - Universidad de Montevideo |
| repository_id_str | 10501 |
| rights_invalid_str_mv | Derechos de autor 2019 Fernando Sima, Pere Roca, Climent Molins Atribución 4.0 Internacional |
| spelling | Sima, FernandoRoca, PereMolins, Climent2010-10-012026-08-18T15:48:18Z2026-08-18T15:48:18Zhttps://revistas.um.edu.uy/index.php/ingenieria/article/view/284https://hdl.handle.net/20.500.12806/3225A 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.application/pdfspaUniversidad de Montevideohttps://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 InternacionalMemoria 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 MontevideoParedes de mamposteríaAnálisis sísmicoAnálisis no linealFormulación Matricial GeneralizadaShear masonry wallSeismic analysisNon-linear time domain analysisExtended frame formulationFlexibility formulationNon 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 dinámicasinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionPeer reviewed articlesArtículos evaluados por paresArtigos revistos por parespublishedVersioninfo:eu-repo/semantics/publishedVersion20.500.12806/32252026-08-18 12:48:18.667oai:redum.um.edu.uy:20.500.12806/3225Institucionalhttps://redum.um.edu.uy/Universidadhttps://um.edu.uy/https://redum.um.edu.uy/oai/requestnolascoaga@um.edu.uyUruguayopendoar:105012026-08-18T15:48:18REDUM - Universidad de Montevideofalse |
| 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 | https://revistas.um.edu.uy/index.php/ingenieria/article/view/284 https://hdl.handle.net/20.500.12806/3225 |
