Civil Engineering Reference
In-Depth Information
Table C.1
Convergent subregion ranges for the mountain car problem.
Subregion #
ʱ
mag
ʱ
ratio
ʻ
ʳ
10
−
4
,0
.
010
)
6
[5
.
0
×
[1.832, 8.000)
[0.000, 0.849)
[0.965, 0.993)
[0.637, 0.938)
[5
.
0
×
10
−
4
,0
.
010
)
11
[1.832, 8.000)
[0.000, 0.462)
[0.993, 1.000)
[0.600, 0.657)
10
−
4
,0
.
010
)
13
[5
.
0
×
[1.832, 2.746)
[0.000, 0.849)
[0.965, 0.993)
[0.938, 0.970)
×
10
−
3
,0
.
010
)
25
[9
.
3
[2.746, 3.209)
[0.000, 0.679)
[0.965, 0.993)
[0.948, 0.970)
10
−
3
,5
.
6
10
−
3
)
32
[2
.
6
×
×
[5.069, 7.453)
[0.748, 0.952)
[0.954, 0.965)
[0.826, 0.901)
Table C.2
Kriging model parameters for the mountain car problem.
Trend parameters
Covariance parameters
Subregion #
Intercept
ʱ
mag
ʱ
mag
ʻ
ʳ
ʱ
mag
ʱ
mag
ʻ
ʳ
−
−
−
−
6
75.523
5.795
0.869
4.829
5.128
31.952
1.196
2.000
2.000
0.574
0.182
11
83.321
−
20.832
2.414
−
4.018
−
8.857
−
9.190
0.153
2.000
2.000
2.000
0.554
13
50.208
−
7.543
1.702
−
9.021
−
3.661
−
0.274
2.000
0.522
0.534
0.147
0.091
25
39.790
−
0.683
1.104
−
3.417
5.044
−
3.102
2.000
2.000
0.494
0.100
2.000
32
48.663
0.890
−
2.288
3.495
−
4.982
−
7.135
2.000
2.000
0.092
2.000
0.058
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