Trials conducted on the London Millennium Footbridge in 2000 monitored movements using three GPS receivers. After initial processing, the results gave plausible vertical and lateral (sideways) displacements, but also described implausible longitudinal movements along the axis of the bridge. Digital signal processing techniques applied to the data are reported. Due to the satellite constellation in the UK, a large void exists from the zenith to the horizon in a northerly direction. This lack of GPS satellites results in poor satellite geometry in the north-south direction, and hence poor north-south precision, explaining the unsatisfactory element of the Millennium Bridge results. More importantly a technique to overcome the issues is described. Notwithstanding this, the lateral vibration frequencies obtained from the GPS data agree extremely well with those found in the modal surveys carried out by Arup, even when displacement amplitudes are small.
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December 2006
Research Article|
December 01 2006
GPS measurements on the London Millennium Bridge
G. W. Roberts, PhD, MInst CES, ILTM, MRIN;
G. W. Roberts, PhD, MInst CES, ILTM, MRIN
Institute of Engineering Surveying and Space Geodesy, The University of Nottingham
UK
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X. Meng, MSc, PhD;
X. Meng, MSc, PhD
Institute of Engineering Surveying and Space Geodesy, The University of Nottingham
UK
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C. J. Brown, BSc, CEng, FIMechE;
C. J. Brown, BSc, CEng, FIMechE
School of Engineering and Design, Brunel University
Uxbridge, Middlesex, UK
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P. Dallard, MA (Cantab), CEng, FIStructE, MIMech E
P. Dallard, MA (Cantab), CEng, FIStructE, MIMech E
Arup
London, UK
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Publisher: Emerald Publishing
Received:
October 21 2005
Accepted:
September 11 2006
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2006) 159 (4): 153–161.
Article history
Received:
October 21 2005
Accepted:
September 11 2006
Citation
Roberts GW, Meng X, Brown CJ, Dallard P (2006), "GPS measurements on the London Millennium Bridge". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 159 No. 4 pp. 153–161, doi: https://doi.org/10.1680/bren.2006.159.4.153
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