Non-linear Analysis of a Cable Stayed Bridge

by Cornelis van der Veen, Delft Univ of Technology, Stevinweg, Denmark,
Niek Kaptijn, Delft Univ of Technology, Stevinweg, Denmark,



Document Type: Proceeding Paper

Part of: Computing in Civil and Building Engineering

Abstract:

A concrete single-pylon cable-stayed bridge has been analyzed to investigate the ultimate capacity. Two different methods were used to investigate the nonlinear behaviour. First, a simplified analysis was used. Second, a nonlinear analysis was performed. Both methods showed comparable results with regard to the deflections and loading capacity.



Subject Headings: Load bearing capacity | Bridge tests | Concrete bridges | Cable stayed bridges | Cables | Load factors | Nonlinear analysis | Structural models

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