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

Table 13

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

Mode
1	11.4806	11.4944	+0.12
2	34.4419	35.3581	+2.66
3	57.4033	59.2345	+3.19
4	80.3646	83.3783	+3.75