Utilize este identificador para referenciar este registo: http://hdl.handle.net/10198/1973
Título: Seismic performance of metallic braced frames by pushover analyses
Autor: Braz-César, M.T.
Barros, R.C.
Palavras-chave: Pushover
Static non-linear analysis
Data: 2009
Citação: Braz-César, M.T.; Barros, R.C. (2009). Seismic performance of metallic braced frames by pushover analyses. In COMPDYN - ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Rhodes.
Resumo: A preliminary investigation is presented on a pushover analysis used for the seismic performance of metallic braced frames equipped with diagonal X-bracing and K-bracing systems. Three steel frames were analysed corresponding to 3, 6 and 10 floor regular buildings. The frames were modelled in the MIDAS/Civil finite element software and in the analyses nonlinear static methods were used to obtain the pushover curve. The principal objective of this article is to compare the evaluation of the structural performances of these buildings with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of structures.
URI: http://hdl.handle.net/10198/1973
Aparece nas colecções:ESTiG - Artigos em Proceedings Não Indexados à WoS/Scopus

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