ANALYSIS OF BRIDGE SAFETY ASSESSMENT WITH CORRELATION BETWEEN MEASURING POINTS FOR BRIDGE HEALTH MONITORING
By using linear statistical coefficients such as Pearson, Spearman and Kendall's, and nonlinear methods such as time-delayed transfer entropy and mutual information, the correlation between the observation stations of bridge health monitoring system is obtained. A model for predicting structural safety based on the correlation coefficients is established, which provides a new research method for bridge health assessment and prediction based on bridge health monitoring system.
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