Homogenised limit analysis of masonry walls : part II : structural examples
The homogenised failure surfaces obtained through the simple micro-mechanical model developed in the first part of the paper are here used for the analysis of in-plane loaded masonry walls. Both upper and lower bound homogenised limit analyses are employed for treating meaningful structural cases, n...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2006
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/6888 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/6888 |