Non linear response of masonry wall structures subjected to cyclic and dynamic loading

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/10798

dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.contributor	Universitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
dc.contributor.author	Sima Brum, José Fernando
dc.contributor.author	Roca Fabregat, Pedro
dc.contributor.author	Molins i Borrell, Climent
dc.date	2010-10
dc.identifier.citation	Sima, J.; Roca, P.; Molins, C. Non linear response of masonry wall structures subjected to cyclic and dynamic loading. "Advanced materials research", Octubre 2010, vol. 133-134, p. 747-752.
dc.identifier.citation	1022-6680
dc.identifier.citation	10.4028/www.scientific.net/AMR.133-134.747
dc.identifier.uri	http://hdl.handle.net/2117/10798
dc.language.iso	eng
dc.publisher	Trans Tech Publications
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject	Masonry--Testing
dc.subject	Earthquake hazard analysis
dc.subject	Shear masonry wall
dc.subject	seismic analysis
dc.subject	non-linear time domain analysis
dc.subject	extended frame formulation
dc.subject	flexibility formulation
dc.subject	Estructures de murs -- Sismologia
dc.title	Non linear response of masonry wall structures subjected to cyclic and dynamic loading
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed of arches and/or masonry walls, in which open and solid walls are described as equivalent frame systems. This formulation has been complemented with a cyclic constitutive model and an algorithm for the integration of the equation of motion, resulting in a numerically efficient method for non-linear analysis in time domain of complex masonry systems.

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