Research Article
Oct 1979
Dynamic Analysis of Cable-Hung Ruck-A-Chucky Bridge
Publication: Journal of the Structural Division
Volume 105, Issue 10
Abstract
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.
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Published In
Journal of the Structural Division
Volume 105 • Issue 10 • October 1979
Pages: 2009 - 2018
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Oct 1979
Published online: Feb 1, 2021
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Authors
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Zung-An Lu, M.ASCE
Assoc., T.Y. Lin International, San Francisco, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.