Based on a theoretical model, recently proposed by the authors for the viscoelastic analysis of composite steel-concrete beams, a further analysis is developed to investigate numerically the mutual influence between concrete creep, connection deformability and shear-lag effect.
Mutual effects between creep, connection deformability and shear-lag in steel-concrete composite bridges / Gara, Fabrizio; G., Leoni; A. M., Tarantino. - (2001), pp. 785-790. (Intervento presentato al convegno 6th Int. Conf. on Creep, Shrinkage and Durability Mechanics of concrete and other quasi-brittle Material - Concreep6 tenutosi a M.I.T. Cambridge, USA nel 20-22 August 2001).
Mutual effects between creep, connection deformability and shear-lag in steel-concrete composite bridges
GARA, Fabrizio;
2001-01-01
Abstract
Based on a theoretical model, recently proposed by the authors for the viscoelastic analysis of composite steel-concrete beams, a further analysis is developed to investigate numerically the mutual influence between concrete creep, connection deformability and shear-lag effect.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
