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