Earthquake simulator testing of a steel model seismically protected with friction energy dissipators

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/28041

dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.contributor	Universitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.contributor.author	Foti, D.
dc.contributor.author	Canas Torres, José Antonio
dc.date	1999
dc.identifier.citation	Foti, D.; Canas, J. "Earthquake simulator testing of a steel model seismically protected with friction energy dissipators". Barcelona: Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 1999. ISBN 84-89925-40-2.
dc.identifier.citation	84-89925-40-2
dc.identifier.citation	B-17971-99
dc.identifier.uri	http://hdl.handle.net/2117/28041
dc.language.iso	eng
dc.publisher	Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE)
dc.relation	http://www.cimne.com/tiendacimne/mono.asp?id_prod=281
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject	Steel, Structural--Earthquake effects
dc.subject	Monograph series in Earthquake Engineering
dc.subject	Monografías de Ingeniería Sísmica
dc.subject	Acer -- Estructures
dc.subject	Disseny antisísmic
dc.title	Earthquake simulator testing of a steel model seismically protected with friction energy dissipators
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/book
dc.description.abstract	In this research the study of an experimental reduced scale steel model of a medium-rise building structure is presented. The model was dynamically protected with energu dissipators installed on rigidization diagonals. These devices are passive control elements able to reduce the earthquake forces in buildings. The energy dissipators utilized in the experimental test principally involve the steel-steel friction to dissipate energy ant to lower the seismic response. When the structure understory drifts the devices dissipate energy increasing the damping of the structure

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