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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 9
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Research Article
Damage Identification of Bridge Based on Chebyshev Polynomial Fitting and Fuzzy Logic without Considering Baseline Model Parameters
Table 9
Test samples for fuzzy system of damage condition assessment with multiple locations.
Damaged element
Damage severity (%)
5-10-16
20-20-20; 30-30-30; 40-40-40; 10-12-10; 10-27-10; 10-39-10;
30-10-12; 30-10-28; 30-10-32