The growing popularity of long-span slender footbridges, as key elements in schemes to encourage greater walking and cycling, has required design engineers to look much more closely at dynamic behaviour. Following high-profile problems with the London Millennium Bridge and Passerelle Solferino in Paris, designers of the 77 m span Jane Coston bridge in Cambridge studied dynamic effects of pedestrians particularly carefully. The study established the specific requirements for the structure and also a new general approach for future footbridge design. It suggests that slender footbridges can be designed for static loading, and that dynamic effects can be cost-effectively accommodated by making provision for possible damper installation after completion.
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August 2006
Research Article|
August 01 2006
Jane Coston Cycle bridge: a model for managing vibration Available to Purchase
Mitra Black;
Mitra Black
Lead designer and project manager at Owen Williams, Birmingham, UK
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Godfrey Webster
Godfrey Webster
Head of profession at Owen Williams, Birmingham, UK
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Publisher: Emerald Publishing
Online ISSN: 1751-7672
Print ISSN: 0965-089X
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Civil Engineering (2006) 159 (3): 120–125.
Citation
Black M, Webster G (2006), "Jane Coston Cycle bridge: a model for managing vibration". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 159 No. 3 pp. 120–125, doi: https://doi.org/10.1680/cien.2006.159.3.120
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