Simulation numérique du comportement sismique de la première maquette du programme de recherche CAMUS

Hereafter, the simulation of the seismic behaviour of R/C barely reinforced shear wall structures, designed according to the French PS92 code is considered. The CAMUS I mock-up, which was tested in the framework of the French research programme (CAMUS) is modelled with a 2-D approach and using a cyc...

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Published inRevue française de génie civil Vol. 5; no. 5; pp. 553 - 586
Main Authors Ile, Nicolae, Reynouard, Jean-Marie
Format Journal Article
LanguageEnglish
Published Taylor & Francis Group 01.08.2001
Subjects
barely reinforced shear walls
chargement sismique
dynamique non linéaire
local 2D model
modèle local biaxial
non-linear dynamics
seismic loading
voiles faiblement armés
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Summary:Hereafter, the simulation of the seismic behaviour of R/C barely reinforced shear wall structures, designed according to the French PS92 code is considered. The CAMUS I mock-up, which was tested in the framework of the French research programme (CAMUS) is modelled with a 2-D approach and using a cyclic concrete model. The comparison between analytical and experimental results shows that this approach may reasonably account for the essential phenomena appearing at failure, as strain localisation at the level of steel interruption and diagonal cracking due to shear.
ISSN:1279-5119
DOI:10.1080/12795119.2001.9692712