On the Use of Singular Vectors for the Flexibility-Based Damage Detection under the Assumption of Unknown Structural Masses

<div>Comparison of average absolute errors on analytical damage indices for the shear-type frame, computed by traditional modal vectors-based procedure and SVD-based procedure with reference to the mass patterns of Table <a href="../tab11/">11</a> and damage pattern D3 of Table <a href="../tab7/">7</a>.</div>

Shock and Vibration

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Figure 12

Figure 12: On the Use of Singular Vectors for the Flexibility-Based Damage Detection under the Assumption of Unknown Structural Masses 