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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.
CitationSima, 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.
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