Research Article

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

Figure 7

Correlation between predicted and actual longitudinal location of damage using six experimental measurement points and seven numerical measurement points, calculated by (a) CMS, (b) MCF, and (c) DI methods. Experimental data points are numbered according to the damage cases given in Figure 4.
280685.fig.007a
(a) CMS
280685.fig.007b
(b) MCF
280685.fig.007c
(c) DI