Research Article
Jul 1974
Skew and Elevated Support Effects on Curved Bridges
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 100, Issue 7
Abstract
The live load behavior of curved girder bridge systems has been predicted by various analytical techniques. These techniques, however, are generally limited to radially-supported bridges with constant elevation. However, many curved bridges have: (1) skew supports; and (2) elevated supports. The influence of these effects relative to the radial and constant elevation support bridges has therefore been examined. The results are presented in tables and charts for use by the designer. A typical design example is also presented.
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Information
Published In
Journal of the Structural Division
Volume 100 • Issue 7 • July 1974
Pages: 1379 - 1396
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jul 1974
Published online: Feb 1, 2021
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Authors
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Donald W. Funkhouser, AM.ASCE
Engr., Dewberry, Nealon, Davis, Gaithersburg, Md.; formerly Grad. Research Asst., Univ. of Maryland, College Park, Md.
Conrad P. Heins, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Maryland, College Park, Md.
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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.