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

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id="g113-94"></path></g></svg></span></td></tr><tr class="thead"><td class="align_left">Linearly distributed mass</td><td class="align_center">Stiffness</td><td class="align_center">Total height</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">26</td><td class="align_center">200000</td><td class="align_center">12</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Geometric parameters of the undamaged bending moment-deflecting cantilever beam.</div>

Shock and Vibration

tab15

Table 15

Table 15: On the Use of Singular Vectors for the Flexibility-Based Damage Detection under the Assumption of Unknown Structural Masses 