A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of Extradosed Bridge with Composite Girder
The short-term elastic and long-term time-dependent behavior of extradosed bridges with composite girders are studied. Analysis is carried out with a FEM step-by-step method, which was developed originally at Yamaguchi University. It is confirmed that large changes of the deflection and the longitudinal stress distribution occur and the stresses in the concrete slab increase in compression for a long period.
Behavior of Extradosed Bridge with Composite Girder
The short-term elastic and long-term time-dependent behavior of extradosed bridges with composite girders are studied. Analysis is carried out with a FEM step-by-step method, which was developed originally at Yamaguchi University. It is confirmed that large changes of the deflection and the longitudinal stress distribution occur and the stresses in the concrete slab increase in compression for a long period.
Behavior of Extradosed Bridge with Composite Girder
Takami, Katsuhiko (author) / Hamada, Sumio (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
Behavior of Extradosed Bridge with Composite Girder
| British Library Conference Proceedings | 2002
Behavior of Extradosed Bridge with Composite Girder
| British Library Conference Proceedings | 2002
| British Library Conference Proceedings | 1999