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

Ile, Nicolae / Reynouard, Jean-Marie

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.

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

Ile, Nicolae / Reynouard, Jean-Marie

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.

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

Ile, Nicolae / Reynouard, Jean-Marie

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.

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Title:

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

Contributors:

Ile, Nicolae (author) / Reynouard, Jean-Marie (author)

Published in:

Revue Française de Génie Civil ; 5 ; 553-586

Publication date:

2001-08-01

Size:

34 pages

ISSN:

DOI:

https://doi.org/10.1080/12795119.2001.9692712

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

barely reinforced shear walls , seismic loading , local 2D model , non-linear dynamics , voiles faiblement armés , chargement sismique , modèle local biaxial , dynamique non linéaire

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