Research Article

Early-Warning Method of Train Running Safety of a High-Speed Railway Bridge Based on Transverse Vibration Monitoring

Figure 5

Fitting effect of cross-correlation between RMS values of transverse accelerations by using quadratic polynomial.
(a) Correlation between the measured RMS values of the transverse accelerations in the middle of the second span and the corresponding fitted values
(b) Computed correlation coefficients of the 310 days in 2013