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 Modelling of timber joints in traditional structures
Please use this identifier to cite or link to this item http://hdl.handle.net/10773/8139

title: Modelling of timber joints in traditional structures
authors: Branco, J.
Cruz, P.
Piazza, M.
Varum, H.
keywords: cyclic behaviour
traditional timber joints
traditional timber joints
traditional timber joints
issue date: 2006
publisher: University of Coimbra
abstract: Original unstrengthened timber connections and the effects of different strengthening techniques have been evaluated experimentally with tests on full-scale birdsmouth joints. Experimental results show that structural response of traditional timber connections under cyclic loading cannot be represented by common constraint models, like perfect hinges or rigid joints, but should be using semi-rigid and friction based models. A research program has investigated the behaviour of old timber joints and examined strengthening criteria. The main parameters affecting the mechanical behaviour of the connection have been singled out. A synthetic model of cyclic behaviour has been adapted on the basis of experimental results.
URI: http://hdl.handle.net/10773/8139
source: International Workshop on "Earthquake Engineering on Timber Structures"
appears in collectionsCIVIL - Comunicações

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