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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