GPS measurements on the London Millennium Bridge

G. Roberts, Xiaolin Meng, C. Brown, P. Dallard
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引用次数: 33

Abstract

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.
伦敦千禧桥的GPS测量
2000年在伦敦千禧人行桥上进行的试验使用了三个GPS接收器来监测行人的移动。经过初步处理,结果给出了合理的垂直和横向(侧向)位移,但也描述了沿桥梁轴线的不合理的纵向运动。报告了应用于数据的数字信号处理技术。由于英国的卫星星座,从天顶到地平线向北的方向存在一个很大的空洞。GPS卫星的缺乏导致南北方向的卫星几何形状较差,因此南北精度较差,这解释了千年桥结果不令人满意的因素。更重要的是,本文描述了一种克服这些问题的技术。尽管如此,从GPS数据中获得的横向振动频率与奥雅纳进行的模态测量中发现的频率非常吻合,即使位移幅度很小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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