Plastic damage model for nonlinear reinforced concrete frames analysis

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/16375

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	Faleiro de Freitas, Jeovan
dc.contributor.author	Barbat Barbat, Horia Alejandro
dc.contributor.author	Oller Martínez, Sergio Horacio
dc.date	2005
dc.identifier.citation	Faleiro, J.; Barbat, H.; Oller, S. Plastic damage model for nonlinear reinforced concrete frames analysis. A: International Conference on Computational Plasticity Fundamentals and Applications. "Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII". 2005, p. 906-909.
dc.identifier.citation	978-849599979-5
dc.identifier.uri	http://hdl.handle.net/2117/16375
dc.language.iso	eng
dc.relation	http://cataleg.upc.edu/record=b1271021~S1*cat
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	Reinforced concrete--Plastic properties
dc.subject	Damage
dc.subject	Matrix analysis of structures
dc.subject	Plasticity
dc.subject	Reinforced concrete frames
dc.subject	Formigó armat -- Plasticitat
dc.title	Plastic damage model for nonlinear reinforced concrete frames analysis
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	This paper describes an improved analytical model for predicting the nonlinear response of multistory reinforced concrete frames, based on the concepts of isotropic continuum damage mechanics combined with plasticity theory. A frame member is considered to consist of an elastic beam with two inelastic hinges at its ends, according to the conventional lumped plasticity models. This model uses the conventional plastic damage, adapted to the case of frames.

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