Non-linear Analysis of a Cable Stayed Bridgeby 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 | Cable stayed bridges | Cables | Bridge tests | Nonlinear analysis | Concrete bridges | Load factors | Displacement (mechanics)
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