Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading

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...

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Bibliographic Details

Main Author:	Sima, Fernando (author)
Other Authors:	Roca, Pere (author), Molins, Climent (author)
Format:	article
Language:	Spanish
Published:	2010
Subjects:	Paredes de mampostería Análisis sísmico Análisis no lineal Formulación Matricial Generalizada Shear masonry wall Seismic analysis Non-linear time domain analysis Extended frame formulation Flexibility formulation
Online Access:	http://revistas.um.edu.uy/index.php/ingenieria/article/view/284 https://hdl.handle.net/20.500.12806/2460
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