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

<div>Comparison between identified left singular vectors and analytical modal shapes. In this representation the values are simply connected by continuous or dashed lines (resp., for identified and analytical values) in order to improve the graph readability.</div>

Shock and Vibration

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Figure 11

Figure 11: On the Use of Singular Vectors for the Flexibility-Based Damage Detection under the Assumption of Unknown Structural Masses 