dc.creatorDe Oliveira Santana C.L.
dc.creatorMascia N.T.
dc.date2006
dc.date2015-06-30T18:03:08Z
dc.date2015-11-26T14:18:38Z
dc.date2015-06-30T18:03:08Z
dc.date2015-11-26T14:18:38Z
dc.date.accessioned2018-03-28T21:19:55Z
dc.date.available2018-03-28T21:19:55Z
dc.identifier9781622762859
dc.identifier9th World Conference On Timber Engineering 2006, Wcte 2006. , v. 1, n. , p. 171 - 178, 2006.
dc.identifier
dc.identifier
dc.identifierhttp://www.scopus.com/inward/record.url?eid=2-s2.0-84870041110&partnerID=40&md5=52a00f1788f3aab41e5a3933fe3089ee
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/102850
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/102850
dc.identifier2-s2.0-84870041110
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1243689
dc.descriptionStiffness of fasteners, as well as its strength, is a fundamental parameter in the design of structures with semirigid connnections. In this paper, an analysis of the elastic response of wood under embedment and its quantitative influence in structures with semirigid connections is presented. We make initially a brief review of the study of the response of wood under embedment. We present the derivation of stiffness of fasteners (slip modulus) from the beam on elastic foundation model and some experimental aspects and results for hardwood species, and underline some criteria aiming normalization for the embedment properties of wood. Finally we apply these values and criteria on the analysis of structures with semirigid connections. We conclude that provided that wood embedment properties are determined with good exactness, the linear and multiple linear models for the behavior of fasteners lead to reliable results in structural design.
dc.description1
dc.description
dc.description171
dc.description178
dc.description(1993) EUROCODE 5
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dc.description(1997) NBR7190
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dc.languageen
dc.publisher
dc.relation9th World Conference on Timber Engineering 2006, WCTE 2006
dc.rightsfechado
dc.sourceScopus
dc.titleDetermination Of Fastener Stiffness And Application In The Structural Design With Semi-rigid Connections
dc.typeActas de congresos


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