Damage Identification of Bridge Based on Chebyshev Polynomial Fitting and Fuzzy Logic without Considering Baseline Model Parameters

Table 6

Test samples for fuzzy system of damage condition assessment with single location.

Damaged element	Damage condition
10	2% (no damage), 8% (slight damage), 10% (slight damage), 13% (slight damage), 18% (moderate damage), 20% (moderate damage), 22% (moderate damage), 29% (severe damage), 30% (severe damage), 32% (severe damage), 38% (catastrophic damage), and 40% (catastrophic damage)