Implementation of a Probabilistic Structural Health Monitoring Method on a Highway Bridge

Table 2

𝑃 values for comparison of peak acceleration distributions.

	AV1	AV2	AH3	AV4	AV5	AH6	AV7	AV8
𝑃 values	0.3734	0.3971	0.2392	0.3680	0.3916	0.0267	0.4328	0.4398