A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nonlinear modelling of cable-stayed bridges
AbstractThis paper presents an application of a powerful thin-walled element and a special cable element for three-dimensional modelling of steel cable-stayed bridges. Both linear and nonlinear effects are considered, as geometric nonlinearity may arise from the finite displacement of the bridge deck as well as the cables. As cable-stayed bridge decks are normally built-up thin-walled cross-sections, the effects of flexural-torsion coupling as well as warping restraint are included. Finally, several examples of cable-stayed bridges serve to demonstrate the effectiveness of this most comprehensive model.
Nonlinear modelling of cable-stayed bridges
AbstractThis paper presents an application of a powerful thin-walled element and a special cable element for three-dimensional modelling of steel cable-stayed bridges. Both linear and nonlinear effects are considered, as geometric nonlinearity may arise from the finite displacement of the bridge deck as well as the cables. As cable-stayed bridge decks are normally built-up thin-walled cross-sections, the effects of flexural-torsion coupling as well as warping restraint are included. Finally, several examples of cable-stayed bridges serve to demonstrate the effectiveness of this most comprehensive model.
Nonlinear modelling of cable-stayed bridges
Kanok-Nukulchai, W. (author) / Hong, Guan (author)
Journal of Constructional Steel Research ; 26 ; 249-266
1993-01-01
18 pages
Article (Journal)
Electronic Resource
English
Nonlinear analysis of cable-stayed bridges
| British Library Conference Proceedings | 1994
| British Library Conference Proceedings | 2006
| TIBKAT | 1999
| Wiley | 2003
| British Library Conference Proceedings | 1994