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Shock and Vibration
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2016
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Article
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Tab 6
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Research Article
Comparison of Different Independent Component Analysis Algorithms for Output-Only Modal Analysis
Table 6
The convergence times and MAC value of modal shapes.
Identified order
Number of convergences
Modal order of FEA
1
16
4
1.0000
2
7
6
0.9988
3
20
2
1.0000
4
18
3
1.0000
5
13
7
0.9999
6
2
1
0.9999