HUANG Shengxiang, WU Wentan, LI Peihong. GPS Dynamic Monitoring Experiment and Result Analysis of Long-Span Cable-Stayed Bridge[J]. Geomatics and Information Science of Wuhan University, 2005, 30(11): 999-1002.
Citation: HUANG Shengxiang, WU Wentan, LI Peihong. GPS Dynamic Monitoring Experiment and Result Analysis of Long-Span Cable-Stayed Bridge[J]. Geomatics and Information Science of Wuhan University, 2005, 30(11): 999-1002.

GPS Dynamic Monitoring Experiment and Result Analysis of Long-Span Cable-Stayed Bridge

Funds: 地球空间环境与大地测量教育部重点实验室开放研究基金资助项目(020907)
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  • Received Date: September 04, 2005
  • Revised Date: September 04, 2005
  • Published Date: November 04, 2005
  • For the sake of timely appraising the working condition of the bridge, measuring the dynamic characteristics of the bridge structure is very important and necessary. A GPS dynamic monitoring test was carried out in the Wuhan Baishazhou Bridge, which is one of the longest span cable-stayed bridges having been built in China. This paper introduces the experimental implementing scheme and data processing method. The vibration characteristics of the middle span of cable-stayed bridge are availably obtained by using the spectral analytic approach. The measuring results are very identical to the theoretical designed values. The research demonstrates that, with GPS receiver of the high sampling rate and suitable data processing method, the vibration characteristics of the bridge structure can be determined with high accuracy.
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