Evaluation of the ductility demand in partial strength steel structures in seismic areas using non-linear static analysis
The performance of a structural system can be evaluated resorting to non-linear static analysis, also commonly referred to as Pushover Analysis, because of the nature of application of lateral loads while defining the capacity of the structure. This analysis involves the estimation of the structural...
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| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2011
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10198/4464 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/4464 |