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Shock and Vibration
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2015
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Article
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Tab 4
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Research Article
Damage Identification of Bridge Based on Chebyshev Polynomial Fitting and Fuzzy Logic without Considering Baseline Model Parameters
Table 4
Fuzzy sets for output measurements.
Damage condition
No damage
4
4
0
Slight damage
4
4
10
Moderate damage
4
4
20
Severe damage
4
4
30
Catastrophic damage
4
4
40