Use of Time- and Frequency-Domain Approaches for Damage Detection in Civil Engineering Structures

Table 1

Description of the damage scenarios according to the cutting sections shown in Figure 2.

State	Damage	Percentage cutting (100% equals all tendons in the defined section cut)
		0.45 L	Over the pylon
#0	Undamaged state
#1	Cutting straight lined tendons in the lower part, at 0.45 L (20 tendons)	33.7%	0%
#2	#1 + cutting 8 straight lined tendons in the upper part, over the pylon	33.7%	12.6%
#3	#2 + cutting external tendons (56 wires)	46.1%	24.2%
#4	#3 + cutting 16 straight lined tendons in the upper part and 8 parabolic tendons	46.1%	62.12%