Research Article
Sep 1982
Prediction and Control of Pedestrian-Induced Vibration in Footbridges
Publication: Journal of the Structural Division
Volume 108, Issue 9
Abstract
Footbridges vibrate because the forces imparted by the user are applied with the frequency of the pace and movement, however small, is therefore a forced vibration. In instances where the pace coincides with a structure resonant frequency dynamic movement can be quite large and the user may be disturbed or even alarmed. Vibration is recognized as a serviceability limit state and a process that can be employed as a design tool permitting an early assessment of behavior is proposed. The subject is investigated in terms of the pedestrian excitation source, the structure response, and acceptance criteria. Calculated response compares favorably with test results. Remedial or preventative options in the form of various damping devices are reviewed.
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Published In
Journal of the Structural Division
Volume 108 • Issue 9 • September 1982
Pages: 2045 - 2065
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Sep 1982
Published online: Feb 1, 2021
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Authors
Affiliations
John E. Wheeler
Sr. Engr., Bridge Design Main Roads Dept., Waterloo Crescent, East Perth, Western Australia, 6000
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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.
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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.