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

Table 18

Damage estimation in case of 4 repeated tests using 4 sensors, I iteration.

Height	+1	+2	+3	+4	+5	+6	+7	+8	+9	+10	+11	+12
	0	0	−30	0	0	−15	0	0	0	0	0	0
	+2.9	−3.1	−28.3	+2.3	+2.8	−14.5	−33.8	-	-	-	-	-