Probabilistic performance analysis of existing buildings under earthquake loading
A probabilistic methodology is proposed for the seismic performance analysis of existing buildingsusing global metrics to determine if the behavior conforms to a given limit state. The referred performancemetrics are the mean annual frequency of the limit state, the corresponding expected lossassoci...
| Autor principal: | |
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/84499 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/84499 |