A homogenization approach for the limit analysis of out-of-plane loaded masonry walls
This paper addresses the usage of a simplified homogenization technique for the analysis of masonry subjected to out-of-plane loading. The anisotropic failure surface, based on the definition of a polynomial representation of the stress tensor components in a finite number of sub-domains, is combine...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2006
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/7012 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/7012 |