Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading

Autores
Domizio, Martin Norberto; Ambrosini, Ricardo Daniel; Curadelli, Raul Oscar
Año de publicación
2015
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The nonlinear numerical analysis to collapse of civil structures presents several difficulties, even for mechanically well-characterized materials, such as steel. In the case of steel, where the nonlinear constitutive equation is one of the simplest and best known, in many cases there are large differences when the numerical analysis and experimental results are compared. In this paper, the results of an experimental and numerical analysis of a single degree of freedom (SDOF) steel structure are presented. The structure was subjected to near fault earthquakes that caused nonlinear behavior of their components and structural collapse. The experimental model was tested on a shaking table. Complementary tests were performed to characterize the properties of the steel employed, and thus define the parameters used in the numerical simulation. After the calibration of the nonlinear material model, a comparison is made between the experimental and numerical results obtained. Finally, a numerical study, following the modeling methodology obtained from the numerical-experimental analysis, is performed to quantify the influence of the P-Delta effect on the structural collapse.
Fil: Domizio, Martin Norberto. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Ambrosini, Ricardo Daniel. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Curadelli, Raul Oscar. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Materia
Calibration
Collapse
Experimental Test
Nonlinear Dynamic Analysis
P-Delta Effect
Shaking Table
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/37639
Acceder
id CONICETDig_655ee96ac9a1e7deb1944ee282a25ddc
oai_identifier_str oai:ri.conicet.gov.ar:11336/37639
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Experimental and numerical analysis to collapse of a framed structure subjected to seismic loadingDomizio, Martin NorbertoAmbrosini, Ricardo DanielCuradelli, Raul OscarCalibrationCollapseExperimental TestNonlinear Dynamic AnalysisP-Delta EffectShaking Tablehttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The nonlinear numerical analysis to collapse of civil structures presents several difficulties, even for mechanically well-characterized materials, such as steel. In the case of steel, where the nonlinear constitutive equation is one of the simplest and best known, in many cases there are large differences when the numerical analysis and experimental results are compared. In this paper, the results of an experimental and numerical analysis of a single degree of freedom (SDOF) steel structure are presented. The structure was subjected to near fault earthquakes that caused nonlinear behavior of their components and structural collapse. The experimental model was tested on a shaking table. Complementary tests were performed to characterize the properties of the steel employed, and thus define the parameters used in the numerical simulation. After the calibration of the nonlinear material model, a comparison is made between the experimental and numerical results obtained. Finally, a numerical study, following the modeling methodology obtained from the numerical-experimental analysis, is performed to quantify the influence of the P-Delta effect on the structural collapse.Fil: Domizio, Martin Norberto. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; ArgentinaFil: Ambrosini, Ricardo Daniel. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; ArgentinaFil: Curadelli, Raul Oscar. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; ArgentinaElsevier2015-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/37639Domizio, Martin Norberto; Ambrosini, Ricardo Daniel; Curadelli, Raul Oscar; Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading; Elsevier; Engineering Structures; 82; 1-2015; 22-320141-0296CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0141029614006270info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engstruct.2014.10.022info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-15T15:07:01Zoai:ri.conicet.gov.ar:11336/37639instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-10-15 15:07:01.295CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
title Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
spellingShingle Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
Domizio, Martin Norberto
Calibration
Collapse
Experimental Test
Nonlinear Dynamic Analysis
P-Delta Effect
Shaking Table
title_short Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
title_full Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
title_fullStr Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
title_full_unstemmed Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
title_sort Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading
dc.creator.none.fl_str_mv Domizio, Martin Norberto
Ambrosini, Ricardo Daniel
Curadelli, Raul Oscar
author Domizio, Martin Norberto
author_facet Domizio, Martin Norberto
Ambrosini, Ricardo Daniel
Curadelli, Raul Oscar
author_role author
author2 Ambrosini, Ricardo Daniel
Curadelli, Raul Oscar
author2_role author
author
dc.subject.none.fl_str_mv Calibration
Collapse
Experimental Test
Nonlinear Dynamic Analysis
P-Delta Effect
Shaking Table
topic Calibration
Collapse
Experimental Test
Nonlinear Dynamic Analysis
P-Delta Effect
Shaking Table
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv The nonlinear numerical analysis to collapse of civil structures presents several difficulties, even for mechanically well-characterized materials, such as steel. In the case of steel, where the nonlinear constitutive equation is one of the simplest and best known, in many cases there are large differences when the numerical analysis and experimental results are compared. In this paper, the results of an experimental and numerical analysis of a single degree of freedom (SDOF) steel structure are presented. The structure was subjected to near fault earthquakes that caused nonlinear behavior of their components and structural collapse. The experimental model was tested on a shaking table. Complementary tests were performed to characterize the properties of the steel employed, and thus define the parameters used in the numerical simulation. After the calibration of the nonlinear material model, a comparison is made between the experimental and numerical results obtained. Finally, a numerical study, following the modeling methodology obtained from the numerical-experimental analysis, is performed to quantify the influence of the P-Delta effect on the structural collapse.
Fil: Domizio, Martin Norberto. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Ambrosini, Ricardo Daniel. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Curadelli, Raul Oscar. Universidad Nacional de Cuyo. Facultad de Ingeniería. Instituto de Mecánica Estructural y Riesgo Sísmico. Maestría en Ingeniería Estructural; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
description The nonlinear numerical analysis to collapse of civil structures presents several difficulties, even for mechanically well-characterized materials, such as steel. In the case of steel, where the nonlinear constitutive equation is one of the simplest and best known, in many cases there are large differences when the numerical analysis and experimental results are compared. In this paper, the results of an experimental and numerical analysis of a single degree of freedom (SDOF) steel structure are presented. The structure was subjected to near fault earthquakes that caused nonlinear behavior of their components and structural collapse. The experimental model was tested on a shaking table. Complementary tests were performed to characterize the properties of the steel employed, and thus define the parameters used in the numerical simulation. After the calibration of the nonlinear material model, a comparison is made between the experimental and numerical results obtained. Finally, a numerical study, following the modeling methodology obtained from the numerical-experimental analysis, is performed to quantify the influence of the P-Delta effect on the structural collapse.
publishDate 2015
dc.date.none.fl_str_mv 2015-01
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/37639
Domizio, Martin Norberto; Ambrosini, Ricardo Daniel; Curadelli, Raul Oscar; Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading; Elsevier; Engineering Structures; 82; 1-2015; 22-32
0141-0296
CONICET Digital
CONICET
url http://hdl.handle.net/11336/37639
identifier_str_mv Domizio, Martin Norberto; Ambrosini, Ricardo Daniel; Curadelli, Raul Oscar; Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading; Elsevier; Engineering Structures; 82; 1-2015; 22-32
0141-0296
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0141029614006270
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engstruct.2014.10.022
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 13.22299

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