其他摘要：A method for analysis of masonry panels are proposed. This method consists in a previous process of a high density mesh of a basic cell, to obtain a set of representative mechanical parameters of masonry material. The behavior of the masonry panel are simulated like a simple material, with a model for elastoplastic, homogenous and anisotropic materials. With this methodology, the behavior of a masonry panels, can be simulated, from the mechanical properties of basics constituents, mortar and bricks.
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