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

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Títol:	Non linear response of masonry wall structures subjected to cyclic and dynamic loading
Autor/a:	Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent
Altres autors:	Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció; Universitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
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.
Matèries:	-Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures -Masonry--Testing -Earthquake hazard analysis -Shear masonry wall -seismic analysis -non-linear time domain analysis -extended frame formulation -flexibility formulation -Estructures de murs -- Sismologia
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Tipus de document:	Article - Versió publicada Article
Publicat per:	Trans Tech Publications
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Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent

Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent

Drougkas, Anastasios; Roca Fabregat, Pedro; Molins i Borrell, Climent

Drougkas, Anastasios; Roca Fabregat, Pedro; Molins i Borrell, Climent

Drougkas, Anastasios; Roca Fabregat, Pedro; Molins i Borrell, Climent

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