Research Article

Damage Detection of Bridges Using Vibration Data by Adjoint Variable Method

Table 4

REP ranges in different scenarios.

Damage scenarioMax REPMin REPAverage

M1-112.37394.90937.6744
M1-23.59532.22712.7166
M1-35.49124.58014.9990
M1-46.02142.2874.6553
M1-53.83832.15993.1221
M1-67.60273.24494.7804

Total12.37392.15994.6580