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

Table 1

𝑃 values for comparison of natural frequency distributions.

	AV1	AV2	AH3	AV4	AV5	AH6	AV7	AV8
𝑃 values	0.4098	0.3904	0.3863	0.4019	0.3695	0.2531	0.3312	0.3262