Design, Construction and Dynamic Analysis of a Laboratory-Scale FRP Composite Footbridge
Author(s): |
Paul Archbold
Brian Mullarney |
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Medium: | conference paper |
Language(s): | English |
Conference: | Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin) |
Published in: | Footbridge 2017 Berlin - Tell A Story |
Year: | 2017 |
DOI: | 10.24904/footbridge2017.10525 |
Abstract: |
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. 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. |
Keywords: |
natural frequency vibration serviceability human-structure interaction pedestrian loading spring-mass-damper structural damping
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License: | This creative work is copyrighted. The copyright holder(s) do(es) not grant any usage rights other than viewing and downloading the work for personal use. Further copying or publication requires the permission of the copyright holder(s). |
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data sheet - Reference-ID
10075385 - Published on:
01/09/2017 - Last updated on:
10/06/2021