Issue 64

P. Ghannadi et alii, Frattura ed Integrità Strutturale, 64 (2023) 51-76; DOI: 10.3221/IGF-ESIS.64.04

Frame 8%

Other structures 16%

Bridge 14%

Beam-like structures 43%

Truss 5%

Plate-like structures 14%

Figure 7: The allocation of employed structures to illustrate the efficiency of presented methodologies in the publications.

Residue Force Vector Phase Velocity Curve Natural Frequencies + Displacements Strain Frequency Response Function (FRF) Acceleration Time Series Data Damage-Sensitive Response Parameters (DSRP) Fisher Information Matrix of Mode Shapes Mean Square Error of Mode Shapes Natural Frequencies + MAC + Mode Shapes Modal Flexibility Multiple Damage Location Assurance Criterion (MDLAC) Modal Assurance Criterion (MAC)

Natural Frequencies Displacements Natural Frequencies + Mode Shapes Natural Frequencies + MAC

0

1

2

3

4

5

6

7

Figure 8: The classification of applied objective functions by the number of publications.

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