Bearing Damage Detection of a Bridge under the Uncertain Conditions Based on the Bayesian Framework and Matrix Perturbation Method

<div>The (a) 1st, (b) 2nd, (c) 3rd, and (d) 4th change curves of max nodal displacement of each vertical modal shape under different damage severities in the structural element and bearing.</div>

Shock and Vibration

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Figure 3

Figure 3: Bearing Damage Detection of a Bridge under the Uncertain Conditions Based on the Bayesian Framework and Matrix Perturbation Method 