Bridge Damage Detection Using Ambient Loads by Bayesian Hypothesis Testing for a Parametric Subspace of an Autoregressive Model

Table 2

Scenarios considered in the field experiment.

	Description	Vehicle speed (km/h)	Numbers of experiments
INT30	Intact bridge	30	11
INT40	Intact bridge	40	10
INT50	Intact bridge	50	5
DMG1	Half cut in vertical member at midspan	40	12
DMG2	Full cut in vertical member at midspan	40	10
RPD	Repair of the member at midspan	40	10
DMG3	Full cut in vertical member at 5/8th-span	40	10