Intelligent Identification of Structural Damage Based on the Curvature Mode and Wavelet Analysis Theory

Table 3

List of working conditions.

Beam number	Damage location (mm)	Damage section	Degree of damage (%)
No. 1 beam	—	—	—
No. 2 beam	900–1000	10	5
No. 3 beam	900–1000	10	6
No. 4 beam	900–1000	10	10
No. 5 beam	900–1000	10	20
No. 6 beam	400–500, 900–1000, 1400–1500	5, 10, 15	5, 6, 10