A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Etude du comportement parasismique de structures à ossature en bois
This paper deals with the numerical analysis of timber structures. All the phenomena of dissipation are assumed to occur in joints. An hysteresis modelling of the nailed connection is presented. It was identified with tests performed on single nailed joints under monotonie and reversed cyclic loadings. This model was implemented in the finite element code CASTEM 2 000 for the simulation of the response of three shear walls made of sheathing plywood panels nailed on lumber framing members subjected to pseudo-dynamic tests. Comparisons between the finite element and the experimental responses are given.
Etude du comportement parasismique de structures à ossature en bois
This paper deals with the numerical analysis of timber structures. All the phenomena of dissipation are assumed to occur in joints. An hysteresis modelling of the nailed connection is presented. It was identified with tests performed on single nailed joints under monotonie and reversed cyclic loadings. This model was implemented in the finite element code CASTEM 2 000 for the simulation of the response of three shear walls made of sheathing plywood panels nailed on lumber framing members subjected to pseudo-dynamic tests. Comparisons between the finite element and the experimental responses are given.
Etude du comportement parasismique de structures à ossature en bois
Daudeville, Laurent (author) / Davenne, Luc (author) / Richard, Nicolas (author) / Kawaï, Naohito (author)
Revue Française de Génie Civil ; 2 ; 651-665
1998-01-01
15 pages
Article (Journal)
Electronic Resource
Unknown
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