科研之友
微信
新浪微博
Facebook
分享链接
摘要
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.
- 出版日期2011
- 单位重庆交通大学
