Fuzzy Neural Network-Based Damage Assessment of Bridge under Temperature Effect

Table 3

Cases for testing and identification results of ANFIS.

Temperature (°C)	Damage severity	ULSCD8 (10^−8)	Expected outputs	Actual results
−20	12%	−1.61	1	1.03
−10	18%	−2.63	2	1.95
0	8%	−1.09	1	0.98
10	27%	−4.70	3	3.04
20	23%	−4.06	2	2.05
−8	10%	−1.41	1	1.05
16	19%	−3.10	2	1.97