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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 5
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Research Article
Damage Identification of Bridge Based on Chebyshev Polynomial Fitting and Fuzzy Logic without Considering Baseline Model Parameters
Table 5
Fuzzy rules for damage condition assessment of single location.
Node number
NMCD
No damage
Slight damage
Moderate damage
Severe damage
Catastrophic damage
10
N
VL
ML
MH
VVH
11
N
VL
ML
MH
VVH