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...
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| Other Authors: | , |
| Format: | article |
| Language: | eng |
| Published: |
2012
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10216/84499 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/84499 |