Please use this identifier to cite or link to this item: http://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: http://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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