Research Article
May 1971
Analysis of Cable-Stayed Girder Bridges
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 5
Abstract
The reduction method is used to analyze cable-stayed bridges. The nonlinear behavior of tower and girder due to the existence of high compression forces in these members and the nonlinear relationsihp between the tensile forces and the deformation of cables are considered. All nonlinear terms are treated as imaginary external loads so that the solution of simultaneous differential equations becomes unnecessary. The method is suitable for digital computers.
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Published In
Journal of the Structural Division
Volume 97 • Issue 5 • May 1971
Pages: 1481 - 1496
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: May 1971
Published online: Feb 1, 2021
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Authors
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Man-Chung Tang, M.ASCE
Chf. Engr., Dyckerhoff & Widmann, Inc., New York
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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.