Structural Health Monitoring of Precast Concrete Box Girders Using Selected Vibration-Based Damage Detection Methods
Figure 16
Comparison of VBDD parameter distributions produced for experimental damage case 6 (3.0 m from support, 6 measurement points) and numerical damage case 21 (3.05 m from support, 7 simulated measurement points) by (a) CMS, (b) DI, and (d) MCF methods.
