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https://hdl.handle.net/10316/14499| Title: | Non-linear dynamic analysis of stayed steel columns | Authors: | Araujo, Ricardo R. de Silva, José G. S. da Vellasco, Pedro C. G. da S. Andrade, Sebastião A. L. de Lima, Luciano R. O. de Silva, Luís A. P. Simões da |
Keywords: | Pre-stressed steel columns; Experimental analysis; Steel structures; Computational modelling; Non-linear analysis | Issue Date: | 2010 | Publisher: | Federal University of Rio de Janeiro State University of Rio de Janeiro |
Citation: | ARAUJO, Ricardo R. de [et al.] - Non-linear dynamic analysis of stayed steel columns. In BATISTA, E.; VELLASCO, P.; LIMA, L. de, ed lit. - SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings. Rio de Janeiro : Federal University; State University, 2010. ISBN 978-85-285-0137-7. Vol. 1, p. 423-430 | Serial title, monograph or event: | SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings | Volume: | 1 | Place of publication or event: | Rio de Janeiro | Abstract: | This work describes non-linear finite element simulations made on stayed system subjected to sudden impact loads. The study aimed to determine the influence of the prestress forces magnitude and its response with and without damping effects. Various cases where the load magnitude varied from 10% up to 100% of the stayed column load bearing capacity were investigated. The performed analyses enabled an evaluation of the structural system amplification factor to be later compared to allowing horizontal deflection limits usually adopted in steel design standards. | URI: | https://hdl.handle.net/10316/14499 | ISBN: | 978-85-285-0137-7 | Rights: | openAccess |
| Appears in Collections: | FCTUC Eng.Civil - Artigos e Resumos em Livros de Actas |
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| File | Description | Size | Format | |
|---|---|---|---|---|
| Non-linear dynamic analysis of stayed steel columns.pdf | 714.36 kB | Adobe PDF | View/Open |
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