Author:
Archbold Paul,Mullarney Brian
Abstract
<p>Pedestrian loading on flexible structures such as footbridges, grandstands and lightweight floors is an area, which is receiving significant attention from the research community of late. Of particular interest is the interaction between the pedestrian loading and the structural response of the loaded structure.</p>
<p>This paper describes the design and dynamic analysis of a laboratory-scale FRP composite footbridge, constructed to study human-structure interaction. The bridge was specifically designed to have a natural frequency within the range excitable by human walking. It will be used to investigate the interaction between loads produced by walking and running pedestrians and the vibration of the structure which they are traversing.</p>
Publisher
Chair of Conceptual and Structural Design, Fachgebiet Entwerfen und Konstruieren – Massivbau, Technische Universität Berlin
Reference16 articles.
1. Experimental and numerical serviceability assessment of a steel suspension footbridge;Eleonora Lai;Journal of Constructional Steel Research
2. The London Millennium Footbridge;P. Dallard;The Structural Engineer
3. Brownjohn, J.W., Fok, P., Roche, M. and Omenzetter, P., 2004, "Long span steel pedestrian bridge at Singapore Changi airport-part 2: crowd loading tests and vibration mitigation measures", The Structural Engineer, 82
4. Pedestrian-induced vibrations of the Clifton Suspension Bridge, UK;J. H. G. Macdonald;Proceedings of the Institution of Civil Engineers - Bridge Engineering
5. Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 1: Assessment of dynamic behaviour;Elsa Caetano;Engineering Structures
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