Condition Monitoring and Quantitative Evaluation of Railway Bridge Substructures Using Vehicle-Induced Vibration Responses by Sparse Measurement

<div>The analysis results of different cases: (a) pier 1 in case 1; (b) pier 1 in case 2; (c) pier 2 in case 2; (d) pier 2 in case 3.</div>

Structural Control and Health Monitoring

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Figure 9

Figure 9: Condition Monitoring and Quantitative Evaluation of Railway Bridge Substructures Using Vehicle-Induced Vibration Responses by Sparse Measurement 

Figure 9 | Condition Monitoring and Quantitative Evaluation of Railway Bridge Substructures Using Vehicle-Induced Vibration Responses by Sparse Measurement 