A probablistic framework using a discrete Fe-based homogenized model for the in- And out-of-plane analysis of masonry structures
Probabilistic-based type of analysis seems to constitute a state-of-art approach for earthquake engineers. Such strategy is, in the analysis of potential retrofitting measures for a building (or typology), needed for the development of vulnerability or fragility curves. This information is recognize...
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| Outros Autores: | , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2019
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/67865 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/67865 |