Numerical simulation of the inelastic seismic response of RC structures with energy dissipators

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dc.contributor	Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor	Universitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.contributor.author	Mata Almonacid, Pablo
dc.contributor.author	Barbat Barbat, Horia Alejandro
dc.contributor.author	Oller Martínez, Sergio Horacio
dc.contributor.author	Boroschek Krauskopf, Rubén Luis
dc.date	2008
dc.identifier.citation	Mata , P. [et al.]. Numerical simulation of the inelastic seismic response of RC structures with energy dissipators. A: World Conference on Earthquake Engineering. "14th World Conference on Earthquake Engineering". Beijing: 2008, p. 1-8.
dc.identifier.uri	http://hdl.handle.net/2117/8574
dc.language.iso	eng
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject	Buildings, Reinforced concrete--Earthquake effects
dc.subject	Nonlinear analysis
dc.subject	beam model
dc.subject	finite elements
dc.subject	Edificis -- Efectes dels terratrèmols
dc.title	Numerical simulation of the inelastic seismic response of RC structures with energy dissipators
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	The nonlinear dynamic response of RC buildings with dissipators is studied using advanced computational techniques. A fully 3D geometric and constitutive nonlinear model is used for the description of the dynamic behavior of structures. Each material point of the cross section is assumed to be composed of several simple materials with their own constitutive laws. A specific element based on the beam theory is proposed for the dissipators. Several numerical tests are carried out to validate the proposed model.
dc.description.abstract	Peer Reviewed

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