Damage Detection of Bridges Using Vibration Data by Adjoint Variable Method

Table 8

REP ranges in different scenarios for model 2.

Damage scenario	Max REP	Min REP	Average
M2-1	2.423	1.4998	1.9089
M2-2	3.0713	1.8519	2.442633
M2-3	3.137	1.7166	2.443778
M2-4	2.8168	1.748	2.153533
M2-5	2.5382	1.6374	2.0865
M2-6	2.2976	1.4389	1.859456
Total	3.137	1.4389	2.117258