Integrated structure-passive control design of linear structures under seismic excitations

Autores
Curadelli, Raul Oscar; Amani, Marta Graciela
Año de publicación
2014
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
For purpose of enhancing the seismic performance of civil structures, external passive energy dissipation systems have been extensively used. Usually, the energy dissipation system is provided once the structure has been designed. Obviously, a sequential procedure cannot lead to the best overall design. In this paper, a simultaneous integrated design of the structure and passive control system is formulated as a two-objective optimization problem. As in almost all optimization problems with conflicting objective functions, in this study, different optimal solutions (efficient designs) that meet required restrictions are obtained. Since, the stochastic structural response is obtained in the frequency domain from the power spectral density function of the excitation, the proposed approach is very efficient, robust and requires considerably less computational effort than time history analysis. The methodology is demonstrated through a numerical example on a shear-type framed building.
Fil: Curadelli, Raul Oscar. Universidad Nacional de Cuyo; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Amani, Marta Graciela. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo; Argentina
Materia
Integrated Design
Optimal Design
Passive Energy Dissipation System
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/32228
Acceder
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repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Integrated structure-passive control design of linear structures under seismic excitationsCuradelli, Raul OscarAmani, Marta GracielaIntegrated DesignOptimal DesignPassive Energy Dissipation Systemhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2For purpose of enhancing the seismic performance of civil structures, external passive energy dissipation systems have been extensively used. Usually, the energy dissipation system is provided once the structure has been designed. Obviously, a sequential procedure cannot lead to the best overall design. In this paper, a simultaneous integrated design of the structure and passive control system is formulated as a two-objective optimization problem. As in almost all optimization problems with conflicting objective functions, in this study, different optimal solutions (efficient designs) that meet required restrictions are obtained. Since, the stochastic structural response is obtained in the frequency domain from the power spectral density function of the excitation, the proposed approach is very efficient, robust and requires considerably less computational effort than time history analysis. The methodology is demonstrated through a numerical example on a shear-type framed building.Fil: Curadelli, Raul Oscar. Universidad Nacional de Cuyo; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; ArgentinaFil: Amani, Marta Graciela. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo; ArgentinaElsevier2014-10info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/32228Amani, Marta Graciela; Curadelli, Raul Oscar; Integrated structure-passive control design of linear structures under seismic excitations; Elsevier; Engineering Structures; 81; 10-2014; 256-2640141-0296CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0141029614006063info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engstruct.2014.10.002info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2026-02-26T10:24:51Zoai:ri.conicet.gov.ar:11336/32228instacron: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:34982026-02-26 10:24:52.212CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Integrated structure-passive control design of linear structures under seismic excitations
title Integrated structure-passive control design of linear structures under seismic excitations
spellingShingle Integrated structure-passive control design of linear structures under seismic excitations
Curadelli, Raul Oscar
Integrated Design
Optimal Design
Passive Energy Dissipation System
title_short Integrated structure-passive control design of linear structures under seismic excitations
title_full Integrated structure-passive control design of linear structures under seismic excitations
title_fullStr Integrated structure-passive control design of linear structures under seismic excitations
title_full_unstemmed Integrated structure-passive control design of linear structures under seismic excitations
title_sort Integrated structure-passive control design of linear structures under seismic excitations
dc.creator.none.fl_str_mv Curadelli, Raul Oscar
Amani, Marta Graciela
author Curadelli, Raul Oscar
author_facet Curadelli, Raul Oscar
Amani, Marta Graciela
author_role author
author2 Amani, Marta Graciela
author2_role author
dc.subject.none.fl_str_mv Integrated Design
Optimal Design
Passive Energy Dissipation System
topic Integrated Design
Optimal Design
Passive Energy Dissipation System
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv For purpose of enhancing the seismic performance of civil structures, external passive energy dissipation systems have been extensively used. Usually, the energy dissipation system is provided once the structure has been designed. Obviously, a sequential procedure cannot lead to the best overall design. In this paper, a simultaneous integrated design of the structure and passive control system is formulated as a two-objective optimization problem. As in almost all optimization problems with conflicting objective functions, in this study, different optimal solutions (efficient designs) that meet required restrictions are obtained. Since, the stochastic structural response is obtained in the frequency domain from the power spectral density function of the excitation, the proposed approach is very efficient, robust and requires considerably less computational effort than time history analysis. The methodology is demonstrated through a numerical example on a shear-type framed building.
Fil: Curadelli, Raul Oscar. Universidad Nacional de Cuyo; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Amani, Marta Graciela. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo; Argentina
description For purpose of enhancing the seismic performance of civil structures, external passive energy dissipation systems have been extensively used. Usually, the energy dissipation system is provided once the structure has been designed. Obviously, a sequential procedure cannot lead to the best overall design. In this paper, a simultaneous integrated design of the structure and passive control system is formulated as a two-objective optimization problem. As in almost all optimization problems with conflicting objective functions, in this study, different optimal solutions (efficient designs) that meet required restrictions are obtained. Since, the stochastic structural response is obtained in the frequency domain from the power spectral density function of the excitation, the proposed approach is very efficient, robust and requires considerably less computational effort than time history analysis. The methodology is demonstrated through a numerical example on a shear-type framed building.
publishDate 2014
dc.date.none.fl_str_mv 2014-10
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/11336/32228
Amani, Marta Graciela; Curadelli, Raul Oscar; Integrated structure-passive control design of linear structures under seismic excitations; Elsevier; Engineering Structures; 81; 10-2014; 256-264
0141-0296
CONICET Digital
CONICET
url http://hdl.handle.net/11336/32228
identifier_str_mv Amani, Marta Graciela; Curadelli, Raul Oscar; Integrated structure-passive control design of linear structures under seismic excitations; Elsevier; Engineering Structures; 81; 10-2014; 256-264
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/http://www.sciencedirect.com/science/article/pii/S0141029614006063
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engstruct.2014.10.002
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
dc.format.none.fl_str_mv 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 13.176822

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