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Calcul dynamique de structures en bois fondé sur les comportements des assemblages
A simplified method is presented for the analysis of the seismic behaviour of timber framed structures. All the dissipation phenomena are assumed to be concentrated in joints. An hysteretic model of dowel type connections is proposed. It was identified from tests performed on elementary joints under monotonic and cyclic loading. The model was implemented into a finite element code devoted to the prediction of the dynamic response of timber structures. Pseudo-dynamic tests were performed to a two storey structure. The simulation of this test is presented.
Calcul dynamique de structures en bois fondé sur les comportements des assemblages
A simplified method is presented for the analysis of the seismic behaviour of timber framed structures. All the dissipation phenomena are assumed to be concentrated in joints. An hysteretic model of dowel type connections is proposed. It was identified from tests performed on elementary joints under monotonic and cyclic loading. The model was implemented into a finite element code devoted to the prediction of the dynamic response of timber structures. Pseudo-dynamic tests were performed to a two storey structure. The simulation of this test is presented.
Calcul dynamique de structures en bois fondé sur les comportements des assemblages
Richard, Nicolas (Autor:in) / Daudeville, Laurent (Autor:in) / Yasumura, Motoï (Autor:in)
Revue Française de Génie Civil ; 8 ; 289-302
01.02.2004
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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