Civil Engineering Reference
In-Depth Information
Table C.3
Convergent subregion ranges for the TBU problem.
Subregion #
Hidden nodes
ʱ
mag
ʱ
ratio
ʻ
ʳ
10
−
3
,8
.
398
10
−
3
)
10
−
2
,0
.
298
)
12
[26, 61)
[6
.
007
×
×
[1.943, 8.000)
[7
.
075
×
[0.957, 0.988)
[0.974, 1.000)
25
[26, 61)
[
6
.
589
×
10
−
3
,8
.
398
×
10
−
3
)
[1.943, 3.497)
[
7
.
075
×
10
−
2
,0
.
193
)
[0.961, 0.988)
[0.887, 0.965)
10
−
3
,0
.
010
)
10
−
2
)
31
[40, 61)
[8
.
398
×
[2.718, 8.000)
[0
.
000, 6
.
188
×
[0.957, 0.985)
[0.888, 0.949)
32
[30, 61)
[8
.
398
×
10
−
3
,0
.
010
)
[2.718, 8.000)
[7
.
115
×
10
−
2
,0
.
166
)
[0.956, 0.985)
[0.888, 0.949)
10
−
3
,0
.
010
)
35
[30, 59)
[8
.
398
×
[1.000, 7.619)
[0.000, 0.229)
[0.957, 0.979)
[0.949, 1.000)
10
−
3
,9
.
154
10
−
3
)
63
[30, 61)
[8
.
842
×
×
[4.484, 5.770)
[0.000, 0.229)
[0.979, 0.989)
[0.949, 0.997)
[9
.
451
×
10
−
3
,0
.
010
)
70
[33, 61)
[1.000, 8.000)
[0.000, 0.229)
[0.979, 0.989)
[0.971, 0.994)
Table C.4
Kriging model parameters for the TBU problem.
Trend parameters
Covariance parameters
Subregion #
Intercept
Hidden nodes
ʱ
mag
ʱ
mag
ʻ
ʳ
Hidden nodes
ʱ
mag
ʱ
mag
ʻ
ʳ
12
50.958
0.932
−
0.313
−
0.289
0.486
11.832
−
0.191
0.394
0.73
0.503
2.000
0.136
0.797
25
56.278
−
0.31
−
0.685
0.392
−
0.431
4.611
0.435
0.000
2.000
2.000
2.000
0.098
0.403
31
54.508
0.176
−
0.291
0.766
−
0.626
6.891
−
0.060
2.000
2.000
0.393
2.000
0.133
2.000
32
52.653
−
0.117
0.671
0.653
0.054
8.255
−
0.264
0.722
2.000
0.684
2.000
0.193
0.694
35
53.721
0.313
−
0.033
−
2.177
−
0.197
8.716
−
0.990
2.000
2.000
0.386
2.000
0.194
0.374
−
−
−
−
63
60.691
0.885
0.388
0.048
1.062
2.31
1.106
0.046
2.000
2.000
0.449
0.292
0.570
70
58.797
−
0.293
0.347
2.334
−
1.913
2.554
1.418
0.577
0.659
0.874
1.929
0.000
0.376
Table C.5
Convergent subregion ranges for the TTBU problem.
Subregion #
ʱ
mag
ʱ
ratio
ʻ
ʳ
24
[0.004, 0.008)
[2.000, 2.592)
[0.493, 0.700)
[0.976, 0.990)
[0.850, 0.970)
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