Belletti, B.Ravasini, S.Vecchi, F.Muttoni, A.2019-06-282019-06-282019-06-282019-01-01https://infoscience.epfl.ch/handle/20.500.14299/158610WOS:000471120403033The design of reinforced concrete flat slabs can be governed at failure by punching shear close to concentrated loads or columns. Geometrical features, reinforcement layouts and in-plane forces provided by external vertical elements, such as shear walls, can affect the membrane action and, consequently, the punching shear resistance. This paper presents a study on reinforced concrete continuous flat slab whose lateral expansion is restrained by the presence of vertical elements considering also shrinkage effects.armaturearmature d'effort tranchantbéton armépoinçonnementretraitreinforcementshear reinforcementreinforced concretepunchingshrinkagetext::conference output::conference proceedings::conference paper