Research Article
Sep 1976
Buckling of Cable-Stayed Girder Bridges
Publication: Journal of the Structural Division
Volume 102, Issue 9
Abstract
A procedure for estimation of the critical load of cable-stayed girder bridges is derived using energy method. A computer program was developed and used to calculate the buckling load of four bridges with different types of cable configurations. An approximate method is suggested for the preliminary estimation of the lowest critical load. This approximate method yields very good results when it is applied to the examples in this paper.
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Published In
Journal of the Structural Division
Volume 102 • Issue 9 • September 1976
Pages: 1675 - 1684
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Sep 1976
Published online: Feb 1, 2021
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Man-Chung Tang, M.ASCE
Vice Pres. and Chf. Engr., Dyckerhoff & Widmann, Inc., New York, N.Y.
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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.