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

机译:大跨度斜拉桥GPS动态监测实验及结果分析

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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 use of 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.
机译:为了及时评估桥梁的工作状态,测量桥梁结构的动力特性是非常重要和必要的。在武汉白沙洲大桥上进行了GPS动态监测测试,该桥是中国建造时间最长的斜拉桥之一。介绍了实验实现方案和数据处理方法。斜拉桥中跨的振动特性可以通过频谱分析法获得。测量结果与理论设计值非常一致。研究表明,采用高采样率的GPS接收机和合适的数据处理方法,可以高精度地确定桥梁结构的振动特性。

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