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.
Titolo: | Mutual effects between creep, connection deformability and shear-lag in steel-concrete composite bridges |
Autori: | |
Data di pubblicazione: | 2001 |
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. |
Handle: | http://hdl.handle.net/11566/47520 |
ISBN: | 0080440029 |
Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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