Cubic Function-Based Bayesian Dynamic Linear Prediction Approach of Bridge Extreme Stress

Table 1

Dynamic monitored extreme stresses [9, 14].

Time (day)	Stress σ (MPa)
	25.23
	21.67
	19.53
	20.50
	24.44
	22.66
	25.95
	27.65
	25.26
	21.40
	21.48
	20.06
	20.60
	22.56
	23.54
	20.94
	19.16
	22.47
	23.37
	20.99
	24.15
	21.22
	22.02
	24.80
	22.51
	21.57
	21.67
	19.16
	21.67
	23.99
	21.05
	23.35
	22.66
	24.61
	25.77
	26.54
	22.83
	21.05
	24.44
	28.80
	20.24
	29.97
	24.17
	23.72
	26.85
	25.32
	26.93
	25.06
	23.01
	22.02
	23.90
	20.10
	25.24
	25.77
	27.11
	23.72
	22.65
	24.89
	27.56
	25.86
	24.61
	22.11
	21.22
	25.15
	24.64
	23.18
	21.94
	21.82
	22.66
	21.57
	29.16
	21.57
	22.92
	21.94
	21.14
	20.41
	22.76
	22.38
	25.21
	24.98
	23.82
	26.44