Wooden framed structures with semi-rigid connections: Quantitative approach focused on design needs

dc.creatorSantana, CLO
dc.creatorMascia, NT
dc.date2009
dc.dateFEB 20
dc.date2014-11-19T08:04:54Z
dc.date2015-11-26T17:04:05Z
dc.date2014-11-19T08:04:54Z
dc.date2015-11-26T17:04:05Z
dc.date.accessioned2018-03-28T23:52:19Z
dc.date.available2018-03-28T23:52:19Z
dc.identifierStructural Engineering And Mechanics. Techno-press, v. 31, n. 3, n. 315, n. 331, 2009.
dc.identifier1225-4568
dc.identifierWOS:000263318400005
dc.identifierhttp://www.repositorio.unicamp.br/jspui/handle/REPOSIP/72915
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/72915
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/72915
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1279264
dc.descriptionFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.descriptionMechanical connections are recognized as extremely important elements in the aspect of strength and structural safety. However, classical structural model does not consider the connection stiffness properties, and are based oil models with pinned or rigid joints only. In fact, mechanical connections are deformable and behave not linearly, affecting the whole structure and inducing nonlinear behavior as well. The quantification of this effect, however, depends oil the description of the working of the connectors and the wood response under embedment. The theoretical modeling of wood Structures with semi-rigid connections involves not only the structural analysis, but also the modeling of both single and grouped moment resisting connectors and the study of the wood properties under embedment. The proposal of this paper is to approach these aspects, and to quantitatively study the influence of the moment resistant connection in wooden framed Structures. Comparisons between rigid and semi-rigid connections and between linear and nonlinear analysis lead to quantitative results.
dc.description31
dc.description3
dc.description315
dc.description331
dc.descriptionFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.descriptionFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.descriptionFAPESP [00/00953-8]
dc.languageen
dc.publisherTechno-press
dc.publisherDaejeon
dc.publisherCoreia do Sul
dc.relationStructural Engineering And Mechanics
dc.relationStruct. Eng. Mech.
dc.rightsfechado
dc.sourceWeb of Science
dc.subjectwood structures
dc.subjectframed structures
dc.subjectmatrix methods
dc.subjectstructural models
dc.subjectsemi-rigid connections
dc.titleWooden framed structures with semi-rigid connections: Quantitative approach focused on design needs
dc.typeArtículos de revistas


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