Research Article
Jul 1957
Vibration Susceptibilities of Various Highway Bridge Types
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 83, Issue 4
Abstract
Deflection and vibration measurements on 34 spans of 15 bridges of 3 types: simple span, continuous span, and cantilever type; data indicate that cantilever type structure is much more susceptible to larger amplitudes of vibration than are other types; methods of analysis for computing fundamental frequency of vibration for all bridge types.
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Published In
Journal of the Structural Division
Volume 83 • Issue 4 • July 1957
Pages: 1318-1 - 1318-41
Copyright
© 1957 American Society of Civil Engineers.
History
Published in print: Jul 1957
Published online: Feb 1, 2021
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Authors
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LeRoy T. Oehler, AM.ASCE
Physical Research Engr., Research Lab., Michigan State Highway Dept., Michigan State University, East Lansing, Mich.
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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.