Experimental study of new seismic protective devices for low-rise steel buildings

Autores
Kohan, Paul Hernán; Wendichansky, Daniel; Suarez, Luis E.
Año de publicación
2012
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The effectiveness of four protective systems in reducing the seismic structural response is assessed via shaking table tests using a 1/6-scale model of a steel building. The protective systems consist of two cables connected to hanging weights and to the top of the structure. The cables move guided by pulleys mounted on auxiliary structures. The devices dissipate energy through friction and in some variants also by impact with the ground. The tests show that the systems were capable of producing significant reductions in floor displacements and bending moments. The accelerations were also reduced, albeit not at the same level. © 2012 Copyright A. S. Elnashai & N. N. Ambraseys.
Fil: Kohan, Paul Hernán. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Salta. Facultad de Ingenieria; Argentina
Fil: Wendichansky, Daniel. Universidad de Puerto Rico; Puerto Rico
Fil: Suarez, Luis E.. Universidad de Puerto Rico; Puerto Rico
Materia
Passive Systems
Protective Systems
Retrofitting
Shaking Table Tests
Steel Buildings
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:11336/59857
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/59857
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Experimental study of new seismic protective devices for low-rise steel buildingsKohan, Paul HernánWendichansky, DanielSuarez, Luis E.Passive SystemsProtective SystemsRetrofittingShaking Table TestsSteel Buildingshttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The effectiveness of four protective systems in reducing the seismic structural response is assessed via shaking table tests using a 1/6-scale model of a steel building. The protective systems consist of two cables connected to hanging weights and to the top of the structure. The cables move guided by pulleys mounted on auxiliary structures. The devices dissipate energy through friction and in some variants also by impact with the ground. The tests show that the systems were capable of producing significant reductions in floor displacements and bending moments. The accelerations were also reduced, albeit not at the same level. © 2012 Copyright A. S. Elnashai & N. N. Ambraseys.Fil: Kohan, Paul Hernán. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Salta. Facultad de Ingenieria; ArgentinaFil: Wendichansky, Daniel. Universidad de Puerto Rico; Puerto RicoFil: Suarez, Luis E.. Universidad de Puerto Rico; Puerto RicoTaylor & Francis Ltd2012-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/59857Kohan, Paul Hernán; Wendichansky, Daniel; Suarez, Luis E.; Experimental study of new seismic protective devices for low-rise steel buildings; Taylor & Francis Ltd; Journal Of Earthquake Engineering; 16; 1; 1-2012; 83-1041363-2469CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1080/13632469.2011.576800info:eu-repo/semantics/altIdentifier/url/https://www.tandfonline.com/doi/full/10.1080/13632469.2011.576800info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-15T15:15:18Zoai:ri.conicet.gov.ar:11336/59857instacron: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 15:15:19.063CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Experimental study of new seismic protective devices for low-rise steel buildings
title Experimental study of new seismic protective devices for low-rise steel buildings
spellingShingle Experimental study of new seismic protective devices for low-rise steel buildings
Kohan, Paul Hernán
Passive Systems
Protective Systems
Retrofitting
Shaking Table Tests
Steel Buildings
title_short Experimental study of new seismic protective devices for low-rise steel buildings
title_full Experimental study of new seismic protective devices for low-rise steel buildings
title_fullStr Experimental study of new seismic protective devices for low-rise steel buildings
title_full_unstemmed Experimental study of new seismic protective devices for low-rise steel buildings
title_sort Experimental study of new seismic protective devices for low-rise steel buildings
dc.creator.none.fl_str_mv Kohan, Paul Hernán
Wendichansky, Daniel
Suarez, Luis E.
author Kohan, Paul Hernán
author_facet Kohan, Paul Hernán
Wendichansky, Daniel
Suarez, Luis E.
author_role author
author2 Wendichansky, Daniel
Suarez, Luis E.
author2_role author
author
dc.subject.none.fl_str_mv Passive Systems
Protective Systems
Retrofitting
Shaking Table Tests
Steel Buildings
topic Passive Systems
Protective Systems
Retrofitting
Shaking Table Tests
Steel Buildings
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 effectiveness of four protective systems in reducing the seismic structural response is assessed via shaking table tests using a 1/6-scale model of a steel building. The protective systems consist of two cables connected to hanging weights and to the top of the structure. The cables move guided by pulleys mounted on auxiliary structures. The devices dissipate energy through friction and in some variants also by impact with the ground. The tests show that the systems were capable of producing significant reductions in floor displacements and bending moments. The accelerations were also reduced, albeit not at the same level. © 2012 Copyright A. S. Elnashai & N. N. Ambraseys.
Fil: Kohan, Paul Hernán. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Salta. Facultad de Ingenieria; Argentina
Fil: Wendichansky, Daniel. Universidad de Puerto Rico; Puerto Rico
Fil: Suarez, Luis E.. Universidad de Puerto Rico; Puerto Rico
description The effectiveness of four protective systems in reducing the seismic structural response is assessed via shaking table tests using a 1/6-scale model of a steel building. The protective systems consist of two cables connected to hanging weights and to the top of the structure. The cables move guided by pulleys mounted on auxiliary structures. The devices dissipate energy through friction and in some variants also by impact with the ground. The tests show that the systems were capable of producing significant reductions in floor displacements and bending moments. The accelerations were also reduced, albeit not at the same level. © 2012 Copyright A. S. Elnashai & N. N. Ambraseys.
publishDate 2012
dc.date.none.fl_str_mv 2012-01
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/11336/59857
Kohan, Paul Hernán; Wendichansky, Daniel; Suarez, Luis E.; Experimental study of new seismic protective devices for low-rise steel buildings; Taylor & Francis Ltd; Journal Of Earthquake Engineering; 16; 1; 1-2012; 83-104
1363-2469
CONICET Digital
CONICET
url http://hdl.handle.net/11336/59857
identifier_str_mv Kohan, Paul Hernán; Wendichansky, Daniel; Suarez, Luis E.; Experimental study of new seismic protective devices for low-rise steel buildings; Taylor & Francis Ltd; Journal Of Earthquake Engineering; 16; 1; 1-2012; 83-104
1363-2469
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1080/13632469.2011.576800
info:eu-repo/semantics/altIdentifier/url/https://www.tandfonline.com/doi/full/10.1080/13632469.2011.576800
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
dc.publisher.none.fl_str_mv Taylor & Francis Ltd
publisher.none.fl_str_mv Taylor & Francis Ltd
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
_version_ 1846083301062737920
score 13.22299

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