Dynamic Analysis of Cable-Hung Ruck-A-Chucky Bridgeby Zung-An Lu, (M.ASCE), Assoc.; T.Y. Lin International, San Francisco, Calif.,
Serial Information: Journal of the Structural Division, 1979, Vol. 105, Issue 10, Pg. 2009-2018
Document Type: Journal Paper
The hanging-arc structure of the Ruck-A-Chucky Bridge is idealized for finite element analysis as a space assemblage of line elements with beam elements representing the girder and inclined axial elements representing the cables. Correctness of the analysis is verified by a shaking-table model. Test and analytical data of the model are compared. Seismic and aerodynamic responses of the two versions of the bridge, a steel and a concrete, as finally designed are presented.
Subject Headings: Cables | Cable stayed bridges | Dynamic analysis | Bridge tests | Dynamic structural analysis | Structural members | Data processing | Model tests | Girder bridges | Bridge design | Finite element method
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