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Assessment of the overall condition of bridge decks using the Jensen-Shannon divergence of NDE data

机译:利用NDE数据的Jensen-Shannon分歧评估桥式甲板的整体状况

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This paper presents the successful application of the Jensen-Shannon divergence (JSD) for the overall condition assessment of bridge deck structures using nondestructive evaluation (NDE) data. Periodic (time-lapsed) results from electrical resistivity, half-cell potential, ground penetrating radar, ultrasonic surface wave, and impact-echo measurements on the Haymarket Bridge deck (located in Virginia, U.S.) are represented in the form of probability distributions, and the deviation from original distributions is calculated using the square root of the Jensen-Shannon divergence (root JSD). The effects of bin size on the probability distribution, and of instruments varying in resolution on root JSD are discussed. Finally, by assuming ideal probability distributions representing an intact condition of the bridge deck, an NDE index for condition assessment of bridge decks is suggested and deterioration curves are developed. Results demonstrate the effectiveness of root JSD to evaluate relative changes in the bridge deck condition.
机译:本文介绍了Jensen-Shannon分歧(JSD)的成功应用了使用非破坏性评估(NDE)数据的桥牌结构的整体条件评估。定期(时间失效)由电阻率,半电池电位,地面穿透雷达,超声波表面波和撞击回声测量的Haymarket桥式甲板(位于弗吉尼亚,US)的影响,以概率分布形式表示,使用Jensen-Shannon分歧(根JSD)的平方根来计算与原始分布的偏差。讨论了箱尺寸对概率分布的影响,以及在根JSD中分辨率变化的仪器。最后,通过假设代表桥式甲板的完整条件的理想概率分布,提出了桥甲板条件评估的NDE指数,并且开发了劣化曲线。结果证明了根JSD在桥梁甲板条件下评估相对变化的有效性。

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