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

Volver a la Vista simple
dc.conicet.fuenteindividual
dc.conicet.organizacionConsejo Nacional de Investigaciones Científicas y Técnicas
dc.conicet.organizacionUniversidad Nacional de Salta. Facultad de Ingenieria
dc.conicet.organizacionUniversidad de Puerto Rico
dc.conicet.organizacionUniversidad de Puerto Rico
dc.conicet.paisOrganizacionArgentina
dc.conicet.paisOrganizacionArgentina
dc.conicet.paisOrganizacionPuerto Rico
dc.conicet.paisOrganizacionPuerto Rico
dc.conicet.produccionid3115845
dc.contributor.authorKohan, Paul Hernán
dc.contributor.authorWendichansky, Daniel
dc.contributor.authorSuarez, Luis E.
dc.date.accessioned2018-09-17T15:24:01Z
dc.date.available2018-09-17T15:24:01Z
dc.date.issued2012-01
dc.date.updated2018-09-04T17:53:44Z
dc.description.abstractThe 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.es
dc.description.filFil: Kohan, Paul Hernán. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Salta. Facultad de Ingenieria; Argentina
dc.description.filFil: Wendichansky, Daniel. Universidad de Puerto Rico; Puerto Rico
dc.description.filFil: Suarez, Luis E.. Universidad de Puerto Rico; Puerto Rico
dc.formatapplication/pdfes
dc.identifier.citationKohan, 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; 83-104es
dc.identifier.institucionalCONICET
dc.identifier.issn1363-2469es
dc.identifier.repoCONICET Digital
dc.identifier.urihttp://hdl.handle.net/11336/59857
dc.journal.ciudadLondreses
dc.journal.number1es
dc.journal.pagination83-104es
dc.journal.paisReino Unidoes
dc.journal.titleJournal Of Earthquake Engineeringes
dc.journal.volume16es
dc.language.isoenges
dc.publisherTaylor & Francis Ltdes
dc.relation.alternativeidinfo:eu-repo/semantics/altIdentifier/doi/https://dx.doi.org/10.1080/13632469.2011.576800
dc.relation.alternativeidinfo:eu-repo/semantics/altIdentifier/url/https://www.tandfonline.com/doi/full/10.1080/13632469.2011.576800
dc.rightsinfo:eu-repo/semantics/openAccess*
dc.rights.urihttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/*
dc.subjectPassive Systemses
dc.subjectProtective Systemses
dc.subjectRetrofittinges
dc.subjectShaking Table Testses
dc.subjectSteel Buildingses
dc.subject.classificationOtras Ingeniería Civiles
dc.subject.classificationIngeniería Civiles
dc.subject.classificationINGENIERÍAS Y TECNOLOGÍASes
dc.titleExperimental study of new seismic protective devices for low-rise steel buildingses
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:ar-repo/semantics/artículo
dc.typeinfo:eu-repo/semantics/publishedVersion

Archivos

Bloque original

Miniatura
Nombre:
CONICET_Digital_Nro.a8a47d9c-bfc5-4ab5-b2a3-877b62e0806c_A.pdf
Tamaño:
1.87 MB
Formato:
Adobe Portable Document Format
Descargar

Colecciones

Articulos(INIQUI)
Volver a la Vista simple