Research Article
Structural Health Monitoring of Precast Concrete Box Girders Using Selected Vibration-Based Damage Detection Methods
Table 3
Error in predicted damage location by each method, listed as a fraction of measurement point spacing, when 15 and 79 measurement points were used.
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*indicates the percentage of the 40 cases that produced a second peak that was either at least 75% of the magnitude of the highest peak, or nearer to the damage location, including near support damage cases. |