Muttoni, AurelioFernández Ruiz, Miguel2010-01-082010-01-082010-01-082007https://infoscience.epfl.ch/handle/20.500.14299/45383reinforced concreteexisting bridgeeffort tranchantModèle de treillis / champs de contraintesbéton armépont existantshear forcestrut-and-tie model / stress fieldsshear strengthrésistance à l'effort tranchantShear strength predictions according to the critical shear crack theory and the Swiss code SIA 262 (2003)text::conference output::conference proceedings::conference paper