Research Article

Structural Health Monitoring of Precast Concrete Box Girders Using Selected Vibration-Based Damage Detection Methods

Figure 18

Correlation between predicted and actual location of experimental damage cases using six measurement points, calculated by the CF method in (a) original and (b) modified forms. Data points are numbered according to the experimental damage cases shown in Figure 4.
280685.fig.0018a
(a) CF
280685.fig.0018b
(b) MCF