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;
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.File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
