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Shock and Vibration
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Shock and Vibration
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2015
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Article
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Tab 3
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Research Article
Damage Identification of Bridge Based on Chebyshev Polynomial Fitting and Fuzzy Logic without Considering Baseline Model Parameters
Table 3
Cases for damage localization with multiple locations.
Case number
1
2
3
4
Damage severity
10%, 10%, 10%
20%, 20%, 20%
30%, 30%, 30%
40%, 40%, 40%