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This document summarizes a study that analyzed the static instability of long-span cable-stayed bridges with carbon fiber composite cables (CFCC) under wind loading. A 3D finite element model of a proposed 1400-meter cable-stayed bridge was used. The study found that bridges with CFCC exhibited similar static stability as bridges with steel cables. It also showed that instability occurs when the wind attack angle on the bridge girder exceeds 5 degrees. Aerodynamic coefficients from previous wind tunnel test

Author

shimic32000

Language

EN