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

Table 19

II iteration local damage estimation.

Height	+5.0	+5.5	+6.0	+6.5	+7.0	+7.5
	0	0	−50	0	0	0
	+1.9	−1.4	−48.9	+4.6	−1.4	−3.5