Table 8 Damage severity impact on prediction results on eight different sensitive structure.

From: Identification of frame geometry and boundary conditions from free-vibration modal signatures

 

\({N=6},{BC=1},{AR=0.65}\)

\({N}=6,{ BC}=2,{AR}=1.15\)

\(\mathfrak{S}\)

FSI

\(\overline{N }\)

\(\overline{BC }\)

\(\overline{AR }\)

FSI

\(\overline{N }\)

\(\overline{BC }\)

\(\overline{AR }\)

0.25

0.0948

6

1

0.6492

0.0286

6

2

1.1490

0.50

0.2952

6

1

0.6476

0.0805

6

2

1.1473

0.75

0.8640

6

1

0.6432

0.2106

6

2

1.1426

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