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...
Kaydedildi:
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| Diğer Yazarlar: | , |
| Materyal Türü: | article |
| Dil: | İspanyolca |
| Baskı/Yayın Bilgisi: |
2010
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| Online Erişim: | http://revistas.um.edu.uy/index.php/ingenieria/article/view/284 https://hdl.handle.net/20.500.12806/2460 |
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| Özet: | 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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