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

Table 16

Modal parameters estimated on the undamaged continuous bending moment-deflecting structure by using the RWS-TSVD-based algorithm.

Mode
1	2.0197	1.9672	−2.60
2	13.5253	13.5064	−0.14
3	37.5704	38.0062	+1.16
4	73.6379	70.4494	−4.33