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Étude d’un bâtiment (R+09+2 sous-sol) en zone sismique contreventé par un système mixte voiles/portiques en béton armé

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Academic year: 2021

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Figure

Figure 1.1 – Diagramme contrainte-déformation de l’acier
Figure 2.1 – Plancher à corps creux
Table 2.1 – Charges permatentes sur planchers
Table 2.3 – Loi de dégression verticale des charges d’exploitation Sous le Niveau Charge d’exploitation cumulée
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