FE homogenised limit analysis model for masonry structures
A finite-element (FE) homogenised limit analysis model suitable for analysing masonry structures near collapse is applied to a real large-scale three-dimensional (3D) masonry building subjected to horizontal actions. In the model, masonry is substituted for a fictitious macroscopic homogeneous mater...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2011
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| Texto completo: | http://hdl.handle.net/1822/52428 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/52428 |