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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Research Article|
January 01 2008
GPS measurements on the London Millennium Bridge
Gethin W. Roberts, PhD, MInst CES, ILTM, MRIN;
Gethin W. Roberts, PhD, MInst CES, ILTM, MRIN
University of Nottingham, UK
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Xiaolin Meng, MSc, PhD;
Xiaolin Meng, MSc, PhD
University of Nottingham, UK
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Christopher J. Brown, BSc, CEng, FIMechE;
Christopher J. Brown, BSc, CEng, FIMechE
Brunel University, UK
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Pat Dallard, MA, CEng, FIStructE, FIMechE;
Pat Dallard, MA, CEng, FIStructE, FIMechE
Arup, UK
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S. P. Huang
S. P. Huang
Shanghai Jiao Tong University
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Publisher: Emerald Publishing
Online ISSN: 1755-0904
Print ISSN: 1755-0890
© Thomas Telford and ICE
2008
Civil Engineering Innovation (2008) 2 (1): 15–28.
Citation
Roberts GW, Meng X, Brown CJ, Dallard P, Huang SP (2008), "GPS measurements on the London Millennium Bridge". Civil Engineering Innovation, Vol. 2 No. 1 pp. 15–28, doi: https://doi.org/10.1680/jciei.2008.148213
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