Non Linear Response of Masonry Wall Structures Subjected to Cyclic and Dynamic Loading
Respuesta no lineal de estructuras formadas por paredes de mampostería sometidas a cargas cíclicas y dinámicas
| 2010 | |
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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 |
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| Español | |
| Universidad de Montevideo | |
| REDUM | |
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https://revistas.um.edu.uy/index.php/ingenieria/article/view/284
https://hdl.handle.net/20.500.12806/3225 |
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| Acceso abierto | |
| Atribución 4.0 Internacional |
| Sumario: | 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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