Real Scale Experimental Analyses Of Circular Hollow Section Multi-planar Steel Trusses

dc.creatorVieira R.C.
dc.creatorRequena J.A.V.
dc.creatorJunior N.O.P.
dc.creatorde Araujo A.H.M.
dc.date2010
dc.date2015-06-26T12:41:55Z
dc.date2015-11-26T15:30:48Z
dc.date2015-06-26T12:41:55Z
dc.date2015-11-26T15:30:48Z
dc.date.accessioned2018-03-28T22:39:18Z
dc.date.available2018-03-28T22:39:18Z
dc.identifier9788528501377
dc.identifierProceedings Of Sdss' Rio 2010: International Colloquium Stability And Ductility Of Steel Structures. , v. 2, n. , p. 1177 - 1184, 2010.
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dc.identifier
dc.identifierhttp://www.scopus.com/inward/record.url?eid=2-s2.0-84890260778&partnerID=40&md5=a03aab3bda4d86fc3cd8b3b5abee45e0
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/91504
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/91504
dc.identifier2-s2.0-84890260778
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1262081
dc.descriptionThe main objective of this work is to develop innovative models of tubular connections in order to decrease the trusses total manufacturing cost and assembly time, making its use more economically viable. The truss joints were verified according to international codes and publications, and a commercial software of structural analysis was used to verify the truss bars resistance. The innovative tubular connections proposed are joints between the diagonal and chord using a single bolt and a plate, and one internal tube with bolts to link the chord bars. To analyze the truss global behavior and the developed connections, real scale experimental analyses of circular hollow section multi-planar trusses were carried out, with 30.0 meters of span, and 2.0 meters of height. The final results demonstrate the proposed connections efficiency and the truss good behavior, with low weight and manufacturing cost, besides a quick assembly. © (2010) by COPPE - Federal University of Rio de Janeiro All rights reserved.
dc.description2
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dc.description1177
dc.description1184
dc.descriptionRequena, J.A.V., Vieira, R.C., Junior, N.O.P., CHS Multi-planar Trusses Analyses-Theoretical and Experimental Analyses for Use as Purlins (2008) Proc. of EUROSTEEL 2008 5th European Conference on Steel and Composite Structures, pp. 1767-1772. , R. Ofner, D. Beg, J. Fink, R. Greiner and H. Unterweger (eds.), ECCS, Slovenia
dc.descriptionFreitas, A.M.S., Minchillo, D.G.V., Requena, J.A.V., Araújo, A.H.M., CHS Gusset Plate Connections Analyses-Theoretical and Experimental Approaches (2008) Proc. of EUROSTEEL 2008 5th European Conference on Steel and Composite Structures, pp. 561-566. , R. Ofner, D. Beg, J. Fink, R. Greiner and H. Unterweger (eds.), ECCS, Slovenia
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dc.languageen
dc.publisher
dc.relationProceedings of SDSS' Rio 2010: International Colloquium Stability and Ductility of Steel Structures
dc.rightsfechado
dc.sourceScopus
dc.titleReal Scale Experimental Analyses Of Circular Hollow Section Multi-planar Steel Trusses
dc.typeActas de congresos


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