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

<div>The identified results using different algorithms: (a) identified results for pier 1 and pier 2; (b) condition iteration process for pier 1.</div>

Structural Control and Health Monitoring

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Figure 10

Figure 10: Condition Monitoring and Quantitative Evaluation of Railway Bridge Substructures Using Vehicle-Induced Vibration Responses by Sparse Measurement 

Figure 10 | Condition Monitoring and Quantitative Evaluation of Railway Bridge Substructures Using Vehicle-Induced Vibration Responses by Sparse Measurement 