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Analyse du risque sismique pour les structures en béton armé élancées
Hereafter, the seismic behaviour of slender reinforced concrete structures is studied. One can notice the significant influence of second order moments (also named P-Δ) particularly when material nonlinearity is present. These influences are governed by the geometry of the structure, material nonlinearities and seismic load intensity. A prospective analysis of these phenomena are presented in this work.
Analyse du risque sismique pour les structures en béton armé élancées
Hereafter, the seismic behaviour of slender reinforced concrete structures is studied. One can notice the significant influence of second order moments (also named P-Δ) particularly when material nonlinearity is present. These influences are governed by the geometry of the structure, material nonlinearities and seismic load intensity. A prospective analysis of these phenomena are presented in this work.
Analyse du risque sismique pour les structures en béton armé élancées
Mazars, Jacky (author) / Ghavamian, Shahrokh (author)
Revue Française de Génie Civil ; 1 ; 67-88
1997-01-01
22 pages
Article (Journal)
Electronic Resource
Unknown
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