Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement

[EN] A novel seismic isolator is presented to detach the structural behavior from the infill effect during earth movements, with the aim of avoiding strong interactions. An experimental campaign was carried out to determine the influence of this isolator during the early stages of the seismic respon...

ver descrição completa

Detalhes bibliográficos
Autores: Pallarés Rubio, Francisco Javier|||0000-0003-4298-2287, Pallarés Rubio, Luis|||0000-0003-2126-2387
Tipo de documento: artigo
Data de publicação:2016
País:España
Recursos:Universitat Politècnica de València (UPV)
Repositório:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglês
OAI Identifier:oai:riunet.upv.es:10251/77517
Acesso em linha:https://riunet.upv.es/handle/10251/77517
Access Level:Acceso aberto
Palavra-chave:Masonry Infill
Seismic isolation
Steel frame
In-plane behavior
Seismic isolator
INGENIERIA DE LA CONSTRUCCION
FISICA APLICADA
id ES_dbea7c410edac769eb10443438aa03e4
oai_identifier_str oai:riunet.upv.es:10251/77517
network_acronym_str ES
network_name_str España
repository_id_str
spelling Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movementPallarés Rubio, Francisco Javier|||0000-0003-4298-2287Pallarés Rubio, Luis|||0000-0003-2126-2387Masonry InfillSeismic isolationSteel frameIn-plane behaviorSeismic isolatorINGENIERIA DE LA CONSTRUCCIONFISICA APLICADA[EN] A novel seismic isolator is presented to detach the structural behavior from the infill effect during earth movements, with the aim of avoiding strong interactions. An experimental campaign was carried out to determine the influence of this isolator during the early stages of the seismic response of masonry-infilled steel frames, testing different configuration schemes to assess their effectiveness in terms of overall isolation, reduction of peak loads, strain levels and energy dissipation. The device was found to hinder the formation of the damaging diagonal compression struts by absorbing the relative displacements between frame and infill. The results achieved show that seismic interaction between infill panels and the structural skeleton can be faced from an isolation point of view.Authors want to express their gratitude to the Ministerio de Economía y Competitividad from Spain (Spanish Ministry of Economy and Competitiveness) and FEDER from European Commission for providing the financial support that made possible this study through the research projects BIA2012-35186 and BIA2015-70651-R.ElsevierDepartamento de Física AplicadaDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería CivilEscuela Técnica Superior de Ingeniería de Caminos, Canales y PuertosInstituto Universitario de Investigación de Ciencia y Tecnología del HormigónMinisterio de Economía y CompetitividadRepositorio Institucional de la Universitat Politècnica de València Riunet20162016-12-01journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfapplication/pdfhttps://riunet.upv.es/handle/10251/77517reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)InglésengMinisterio de Economía y Competitividad http://dx.doi.org/10.13039/501100003329 BIA2012-35186 ESTUDIO NUMERICO Y EXPERIMENTAL DEL COMPORTAMIENTO FRENTE A TERREMOTOS DE PORTICOS DE HORMIGON ARMADO RELLENOS CON MUROS DE FABRICA DE LADRILLO: AISLAMIENTO SISMICOMinisterio de Economía y Competitividad http://dx.doi.org/10.13039/501100003329 BIA2015-70651-R CERRAMIENTOS NO CONVENCIONALES PARA LA PROTECCION DE EDIFICACIONES E INFRAESTRUCTURAS CRITICAS: ATENUACION DE LOS EFECTOS DE ACCIONES SISMICAS Y EXPLOSIONESopen accesshttp://purl.org/coar/access_right/c_abf2Reserva de todos los derechoshttp://rightsstatements.org/vocab/InC/1.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/775172026-06-13T07:49:27Z
dc.title.none.fl_str_mv Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
title Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
spellingShingle Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
Pallarés Rubio, Francisco Javier|||0000-0003-4298-2287
Masonry Infill
Seismic isolation
Steel frame
In-plane behavior
Seismic isolator
INGENIERIA DE LA CONSTRUCCION
FISICA APLICADA
title_short Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
title_full Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
title_fullStr Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
title_full_unstemmed Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
title_sort Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement
dc.creator.none.fl_str_mv Pallarés Rubio, Francisco Javier|||0000-0003-4298-2287
Pallarés Rubio, Luis|||0000-0003-2126-2387
author Pallarés Rubio, Francisco Javier|||0000-0003-4298-2287
author_facet Pallarés Rubio, Francisco Javier|||0000-0003-4298-2287
Pallarés Rubio, Luis|||0000-0003-2126-2387
author_role author
author2 Pallarés Rubio, Luis|||0000-0003-2126-2387
author2_role author
dc.contributor.none.fl_str_mv Departamento de Física Aplicada
Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
Escuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
Instituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
Ministerio de Economía y Competitividad
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv Masonry Infill
Seismic isolation
Steel frame
In-plane behavior
Seismic isolator
INGENIERIA DE LA CONSTRUCCION
FISICA APLICADA
topic Masonry Infill
Seismic isolation
Steel frame
In-plane behavior
Seismic isolator
INGENIERIA DE LA CONSTRUCCION
FISICA APLICADA
description [EN] A novel seismic isolator is presented to detach the structural behavior from the infill effect during earth movements, with the aim of avoiding strong interactions. An experimental campaign was carried out to determine the influence of this isolator during the early stages of the seismic response of masonry-infilled steel frames, testing different configuration schemes to assess their effectiveness in terms of overall isolation, reduction of peak loads, strain levels and energy dissipation. The device was found to hinder the formation of the damaging diagonal compression struts by absorbing the relative displacements between frame and infill. The results achieved show that seismic interaction between infill panels and the structural skeleton can be faced from an isolation point of view.
publishDate 2016
dc.date.none.fl_str_mv 2016
2016-12-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://riunet.upv.es/handle/10251/77517
url https://riunet.upv.es/handle/10251/77517
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv Ministerio de Economía y Competitividad http://dx.doi.org/10.13039/501100003329 BIA2012-35186 ESTUDIO NUMERICO Y EXPERIMENTAL DEL COMPORTAMIENTO FRENTE A TERREMOTOS DE PORTICOS DE HORMIGON ARMADO RELLENOS CON MUROS DE FABRICA DE LADRILLO: AISLAMIENTO SISMICO
Ministerio de Economía y Competitividad http://dx.doi.org/10.13039/501100003329 BIA2015-70651-R CERRAMIENTOS NO CONVENCIONALES PARA LA PROTECCION DE EDIFICACIONES E INFRAESTRUCTURAS CRITICAS: ATENUACION DE LOS EFECTOS DE ACCIONES SISMICAS Y EXPLOSIONES
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reserva de todos los derechos
http://rightsstatements.org/vocab/InC/1.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reserva de todos los derechos
http://rightsstatements.org/vocab/InC/1.0/
eu_rights_str_mv openAccess
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:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869421720737153024
score 15.228081

Registros relacionados