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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| Other Authors: | , |
| Format: | article |
| Language: | Spanish |
| Published: |
2010
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| Subjects: | |
| 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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