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Performance sismique des structures à murs banchés
This article presents a research programme carried out around a test on a shaking table at LNEC Lisbon. The model (scaled 1/3) is representative of a cell of building with slightly reinforced concrete structural walls. In the first part, the presentation, the realisation and the analysis of the test are exposed, showing that the followed design philosophy is adequate. In the second part, two types of finite element modelling are presented (a refined and simplified one). They prove the know-how acquired in this field giving access to a reliable simulation of the phenomena and to a fine analysis of the local and global behaviour of the structure.
Performance sismique des structures à murs banchés
This article presents a research programme carried out around a test on a shaking table at LNEC Lisbon. The model (scaled 1/3) is representative of a cell of building with slightly reinforced concrete structural walls. In the first part, the presentation, the realisation and the analysis of the test are exposed, showing that the followed design philosophy is adequate. In the second part, two types of finite element modelling are presented (a refined and simplified one). They prove the know-how acquired in this field giving access to a reliable simulation of the phenomena and to a fine analysis of the local and global behaviour of the structure.
Performance sismique des structures à murs banchés
Bisch, Philippe (author) / Coin, André (author) / Ile, Nicolae (author) / Kotronis, Panagiotis (author) / Mazars, Jacky (author) / Nguyen, Xuân-Huy (author) / Reynouard, Jean-Marie (author)
Revue Européenne de Génie Civil ; 11 ; 311-353
2007-03-01
43 pages
Article (Journal)
Electronic Resource
Unknown
bracing system , slightly reinforced wall , ductile wall , behaviour factor , dynamic axial force , non linear structural dynamics , damage mechanics , contreventement , mur en béton banché , mur ductile , coefficient de comportement , effort normal dynamique , simulation dynamique non linéaire , endommagement
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