This paper considers the problem of human acceptance of vibration in grandstands. It adopts the BS frequency weighting methodology and uses the vibration dose value (VDV) as an indication of when adverse comments may be expected. Measurements were taken on a number of cantilever grandstands during concerts and football matches. These were analysed to determine peak accelerations and VDVs and some empirical relationships were derived. As human reaction at these events relates more to vibration tolerance than perception, it has been necessary to consider a logical extrapolation based on current BS guidance to suggest VDVs that are appropriate for grandstand vibration. The reactions and VDVs recorded on the grandstands appear to support this suggestion. The calculation of VDVs is also considered, but this depends to a great extent on the calculation of peak accelerations, which is considered in another paper. Finally a number of key points arising from this work are discussed.
Article navigation
August 2004
Research Article|
August 01 2004
Response of cantilever grandstands to crowd loads. Part 1: serviceability evaluation
B. R. Ellis, PhD, CEng, MIStructE;
B. R. Ellis, PhD, CEng, MIStructE
Building Research Establishment Centre for Structural and Geotechnical Engineering
Watford, UK
Search for other works by this author on:
J. D. Littler, PhD
J. D. Littler, PhD
Building Research Establishment Centre for Structural and Geotechnical Engineering
Watford, UK
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
April 30 2002
Accepted:
September 18 2003
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2004) 157 (4): 235–241.
Article history
Received:
April 30 2002
Accepted:
September 18 2003
Citation
Ellis BR, Littler JD (2004), "Response of cantilever grandstands to crowd loads. Part 1: serviceability evaluation". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 157 No. 4 pp. 235–241, doi: https://doi.org/10.1680/stbu.2004.157.4.235
Download citation file:
New and popular articles
Suggested Reading
Stress analysis of buildings under horizontal load. Part 1: Basic behaviour—deformations
Proceedings of the Institution of Civil Engineers - Structures and Buildings (May,2000)
Analysing shear strength of reinforced concrete beams using a meso-scale finite-element method
Proceedings of the Institution of Civil Engineers - Structures and Buildings (October,2021)
Stress analysis of buildings under horizontal load. Part 2: Load distribution
Proceedings of the Institution of Civil Engineers - Structures and Buildings (August,2000)
One-way shear strength of circular voided reinforced concrete floor slabs
Proceedings of the Institution of Civil Engineers - Structures and Buildings (May,2015)
Related Chapters
Analysis of progressive failure and cracking in old British dams
Selected papers on geotechnical engineering by P R Vaughan
Tunnelling
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Finite element analysis of progressive failure of Carsington embankment
Selected papers on geotechnical engineering by P R Vaughan
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
