Research Article
Sep 1972
Dynamic Testing of Curved Bridge—Huyck Stream
Publication: Journal of the Structural Division
Volume 98, Issue 9
Abstract
A curved steel girder bridge was field tested in Rensselaer, New York. Described are the results of the tests in terms of measurements of stress, deflection, rotation, and general behavior of the structure. The bridge tested is a four-girder, simple-span structure with center line span length of 95 ft, and center line radius of 162 ft built with radial supports. The test vehicle was a semitrailer combination which was loaded to simulate as HS20-44 design loading. Dynamic as well as static (crawl) runs were performed.
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Information
Published In
Journal of the Structural Division
Volume 98 • Issue 9 • September 1972
Pages: 2015 - 2030
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Sep 1972
Published online: Feb 1, 2021
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Authors
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William L. Armstrong, M.ASCE
Struct. Research Engr., Federal Highway Administration, Office of Research, Washington, D.C.
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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.