Optimal design of passive viscous damping systems for buildings under seismic excitation

Autores
Martínez, Carlos Alberto; Curadelli, Raul Oscar; Compagnoni, María Eugenia
Año de publicación
2013
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
Nowadays, it is known that through the use of energy dissipation devices, the seismic performance of buildings can be improved. However, for efficiency and structural safety, the locations and sizes of these devices need to be properly defined. In this work, a procedure to optimally define the damping coefficients of added linear viscous dampers tomeet an expected level of performance on buildings under seismic excitation is proposed. The performance criterion is expressed in terms of a maximum interstory drift, which is one of themost important limitations provided by the seismic design codes. For a given level of performance, the effectiveness of the damper distribution obtained by means of different objective functions is also assessed. Knowing that themain contribution to the total uncertainty is due to the excitation andwith the aimof achieving robust results, the most appropriate approach to model the excitation is through a stationary stochastic process characterized by a power spectral density compatible with the response spectrum defined by the seismic design code. Accordingly, the structural response is obtained in the frequency domain. Through numerical examples, on planar and threedimensional steel buildings with coupled lateral and torsional vibrations, the proposed procedure is verified.
Fil: Martínez, Carlos Alberto. 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 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 Mendoza; Argentina
Fil: Compagnoni, María Eugenia. 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 Mendoza; Argentina
Materia
Optimal Damper Placement
Passive Control
Viscous Damper
Stochastic Analysis
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:11336/3590
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Optimal design of passive viscous damping systems for buildings under seismic excitationMartínez, Carlos AlbertoCuradelli, Raul OscarCompagnoni, María EugeniaOptimal Damper PlacementPassive ControlViscous DamperStochastic Analysishttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2Nowadays, it is known that through the use of energy dissipation devices, the seismic performance of buildings can be improved. However, for efficiency and structural safety, the locations and sizes of these devices need to be properly defined. In this work, a procedure to optimally define the damping coefficients of added linear viscous dampers tomeet an expected level of performance on buildings under seismic excitation is proposed. The performance criterion is expressed in terms of a maximum interstory drift, which is one of themost important limitations provided by the seismic design codes. For a given level of performance, the effectiveness of the damper distribution obtained by means of different objective functions is also assessed. Knowing that themain contribution to the total uncertainty is due to the excitation andwith the aimof achieving robust results, the most appropriate approach to model the excitation is through a stationary stochastic process characterized by a power spectral density compatible with the response spectrum defined by the seismic design code. Accordingly, the structural response is obtained in the frequency domain. Through numerical examples, on planar and threedimensional steel buildings with coupled lateral and torsional vibrations, the proposed procedure is verified.Fil: Martínez, Carlos Alberto. 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 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 Mendoza; ArgentinaFil: Compagnoni, María Eugenia. 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 Mendoza; ArgentinaElsevier2013-09-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/3590Martínez, Carlos Alberto; Curadelli, Raul Oscar; Compagnoni, María Eugenia; Optimal design of passive viscous damping systems for buildings under seismic excitation; Elsevier; Journal of Constructional Steel Research; 90; 6-9-2013; 253-2640143-974Xenginfo:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0143974X13002435info:eu-repo/semantics/altIdentifier/doi/10.1016/j.jcsr.2013.08.005info:eu-repo/semantics/altIdentifier/issn/0143-974Xinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T09:50:50Zoai:ri.conicet.gov.ar:11336/3590instacron: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:34982025-09-03 09:50:51.173CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Optimal design of passive viscous damping systems for buildings under seismic excitation
title Optimal design of passive viscous damping systems for buildings under seismic excitation
spellingShingle Optimal design of passive viscous damping systems for buildings under seismic excitation
Martínez, Carlos Alberto
Optimal Damper Placement
Passive Control
Viscous Damper
Stochastic Analysis
title_short Optimal design of passive viscous damping systems for buildings under seismic excitation
title_full Optimal design of passive viscous damping systems for buildings under seismic excitation
title_fullStr Optimal design of passive viscous damping systems for buildings under seismic excitation
title_full_unstemmed Optimal design of passive viscous damping systems for buildings under seismic excitation
title_sort Optimal design of passive viscous damping systems for buildings under seismic excitation
dc.creator.none.fl_str_mv Martínez, Carlos Alberto
Curadelli, Raul Oscar
Compagnoni, María Eugenia
author Martínez, Carlos Alberto
author_facet Martínez, Carlos Alberto
Curadelli, Raul Oscar
Compagnoni, María Eugenia
author_role author
author2 Curadelli, Raul Oscar
Compagnoni, María Eugenia
author2_role author
author
dc.subject.none.fl_str_mv Optimal Damper Placement
Passive Control
Viscous Damper
Stochastic Analysis
topic Optimal Damper Placement
Passive Control
Viscous Damper
Stochastic Analysis
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv Nowadays, it is known that through the use of energy dissipation devices, the seismic performance of buildings can be improved. However, for efficiency and structural safety, the locations and sizes of these devices need to be properly defined. In this work, a procedure to optimally define the damping coefficients of added linear viscous dampers tomeet an expected level of performance on buildings under seismic excitation is proposed. The performance criterion is expressed in terms of a maximum interstory drift, which is one of themost important limitations provided by the seismic design codes. For a given level of performance, the effectiveness of the damper distribution obtained by means of different objective functions is also assessed. Knowing that themain contribution to the total uncertainty is due to the excitation andwith the aimof achieving robust results, the most appropriate approach to model the excitation is through a stationary stochastic process characterized by a power spectral density compatible with the response spectrum defined by the seismic design code. Accordingly, the structural response is obtained in the frequency domain. Through numerical examples, on planar and threedimensional steel buildings with coupled lateral and torsional vibrations, the proposed procedure is verified.
Fil: Martínez, Carlos Alberto. 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 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 Mendoza; Argentina
Fil: Compagnoni, María Eugenia. 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 Mendoza; Argentina
description Nowadays, it is known that through the use of energy dissipation devices, the seismic performance of buildings can be improved. However, for efficiency and structural safety, the locations and sizes of these devices need to be properly defined. In this work, a procedure to optimally define the damping coefficients of added linear viscous dampers tomeet an expected level of performance on buildings under seismic excitation is proposed. The performance criterion is expressed in terms of a maximum interstory drift, which is one of themost important limitations provided by the seismic design codes. For a given level of performance, the effectiveness of the damper distribution obtained by means of different objective functions is also assessed. Knowing that themain contribution to the total uncertainty is due to the excitation andwith the aimof achieving robust results, the most appropriate approach to model the excitation is through a stationary stochastic process characterized by a power spectral density compatible with the response spectrum defined by the seismic design code. Accordingly, the structural response is obtained in the frequency domain. Through numerical examples, on planar and threedimensional steel buildings with coupled lateral and torsional vibrations, the proposed procedure is verified.
publishDate 2013
dc.date.none.fl_str_mv 2013-09-06
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/11336/3590
Martínez, Carlos Alberto; Curadelli, Raul Oscar; Compagnoni, María Eugenia; Optimal design of passive viscous damping systems for buildings under seismic excitation; Elsevier; Journal of Constructional Steel Research; 90; 6-9-2013; 253-264
0143-974X
url http://hdl.handle.net/11336/3590
identifier_str_mv Martínez, Carlos Alberto; Curadelli, Raul Oscar; Compagnoni, María Eugenia; Optimal design of passive viscous damping systems for buildings under seismic excitation; Elsevier; Journal of Constructional Steel Research; 90; 6-9-2013; 253-264
0143-974X
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/S0143974X13002435
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.jcsr.2013.08.005
info:eu-repo/semantics/altIdentifier/issn/0143-974X
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 13.13397

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