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Long-term remote monitoring of a cable stayed bridge and seasonal fluctuation of modal parameters

机译:斜拉桥的长期远程监控和模态参数的季节性波动

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In vibration based health monitoring,a little change of natural frequencies would be observed.However changes of modal parameters are also observed on intact civil structures by environmental effects.Hence it is worth to investigate the effects of environmental fluctuation as basic information of long term structural monitoring.The authors continue remote vibration monitoring of a cable stayed bridge in Hokkaido,Japan.9 accelerometers and 2 thermometers are installed in the bridge.More than 1,200 samples of ambient vibration have been collected in 2 years.The Natural Excitation Technique(NExT)and the Eigensystem Realization Algorithm(ERA)are applied to ambient vibration data for detecting little changes of modal parameters.Temperature in the pylon fluctuates between-10 to 30 degrees Celsius throughout a year.And the natural frequency of the most predominant mode changes 3% according to temperature fluctuation.The relationship between modal parameters and temperature fluctuation is investigated in this study.
机译:在基于振动的健康监测中,会观察到自然频率的少许变化。然而,在完整的土木结构上,由于环境效应也会观察到模态参数的变化。因此,有必要将环境波动的影响作为长期结构的基本信息进行研究作者继续在日本北海道的斜拉桥上进行远程振动监测。桥梁中安装了9个加速度计和2个温度计,两年内收集了1200多个环境振动样本。并将本征系统实现算法(ERA)应用于环境振动数据以检测模态参数的微小变化。定向塔的温度在一年中在-10至30摄氏度之间波动,并且最主要模式的固有频率变化3%模态参数与温度波动之间的关系为在这项研究中提倡。

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