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Please use this identifier to cite or link to this item: http://hdl.handle.net/10198/7553

Título: Seismic performance of metallic braced frames by pushover analysis
Autor: Braz César, M.T.
Barros, R.C.
Palavras-chave: Pushover, static non-linear analysis
Performance based design
Dynamic analysis
Bracing system
Issue Date: 2009
Citação: Braz César, M.T.; Barros, R. (2009) - Seismic performance of metallic braced frames by pushover analysis. In COMPDYN 2009 ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Rhodes, Greece
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.
Arbitragem científica: yes
URI: http://hdl.handle.net/10198/7553
Appears in Collections:DMA - Artigos em Proceedings Não Indexados ao ISI

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