Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels

This paper presents an evaluation of the behaviour of lateral panels of steel buildings starting from computational modeling using the purlin-sheeting group in the longitudinal contention. The sheeting was fastened on 2nd and 5th waves and also in all waves. The sheeting was fastened in purlin and t...

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Main Authors: Renato Bertolino Junior, Julio Cesar Molina
Format: Article
Language:English
Published: Universidade Estadual de Londrina 2008-08-01
Series:Semina: Ciências Exatas e Tecnológicas
Subjects:
Online Access:http://www.uel.br/revistas/uel/index.php/semexatas/article/view/1890
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author Renato Bertolino Junior
Julio Cesar Molina
author_facet Renato Bertolino Junior
Julio Cesar Molina
author_sort Renato Bertolino Junior
collection DOAJ
description This paper presents an evaluation of the behaviour of lateral panels of steel buildings starting from computational modeling using the purlin-sheeting group in the longitudinal contention. The sheeting was fastened on 2nd and 5th waves and also in all waves. The sheeting was fastened in purlin and this system connected in the frame of the building to guarantee the functionality as a rigid panel, action diaphragm. It was also verified the behaviour of lateral panels, with traditional braced system using the same dimensions of the panels diaphragm. The panel was analyzed with dimensions of 4.0, 5.0, 6.0 and 7.0 meters, using the software SAP2000NonLinear. The results showed an increment of 84% related to the system traditional braced.
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spelling doaj.art-f6eb82b6af8b4f7f819aa03d224e28902022-12-21T20:36:25ZengUniversidade Estadual de LondrinaSemina: Ciências Exatas e Tecnológicas1676-54511679-03752008-08-01292177188Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panelsRenato Bertolino JuniorJulio Cesar MolinaThis paper presents an evaluation of the behaviour of lateral panels of steel buildings starting from computational modeling using the purlin-sheeting group in the longitudinal contention. The sheeting was fastened on 2nd and 5th waves and also in all waves. The sheeting was fastened in purlin and this system connected in the frame of the building to guarantee the functionality as a rigid panel, action diaphragm. It was also verified the behaviour of lateral panels, with traditional braced system using the same dimensions of the panels diaphragm. The panel was analyzed with dimensions of 4.0, 5.0, 6.0 and 7.0 meters, using the software SAP2000NonLinear. The results showed an increment of 84% related to the system traditional braced.http://www.uel.br/revistas/uel/index.php/semexatas/article/view/1890Steel structuresbracedaction diaphragmcomputational modeling
spellingShingle Renato Bertolino Junior
Julio Cesar Molina
Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels
Semina: Ciências Exatas e Tecnológicas
Steel structures
braced
action diaphragm
computational modeling
title Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels
title_full Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels
title_fullStr Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels
title_full_unstemmed Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels
title_short Numeric analysis of the global stiffness of group purlin-sheeting in lateral steel panels
title_sort numeric analysis of the global stiffness of group purlin sheeting in lateral steel panels
topic Steel structures
braced
action diaphragm
computational modeling
url http://www.uel.br/revistas/uel/index.php/semexatas/article/view/1890
work_keys_str_mv AT renatobertolinojunior numericanalysisoftheglobalstiffnessofgrouppurlinsheetinginlateralsteelpanels
AT juliocesarmolina numericanalysisoftheglobalstiffnessofgrouppurlinsheetinginlateralsteelpanels