Optimization of load of structure in order to obtain desired shape of letter T (formulation for maximization) |
|
Optimization of testing example (formulation for maximization) |
|||
|
|
![]() ![]() |
1 | Create_initial_neurons(); |
2 | while (stopping criteria) { |
3 | Create_network(); |
4 | GRADE(); |
5 | Update_network(); } |
1 | void Create_network(void) { |
2 | y = y - Linear_regression_part; |
3 | dmax = sqrt(n_dimension); |
4 | r = (dmax*(n_dimension*n_neurons)^(-1/n_dimension))^2; |
5 | for ( i=0; i<n_neurons; i++ ) { |
6 | for ( j=0; j<n_neurons; j++ ) { |
7 | basis_functions(i,j) = exp( (-sum((points(i)-points(j)).^2)) / r) }}; |
8 | y = basis_function*weights; } |
parameter | description | default value |
---|---|---|
nstep | number of RBFN improvements | 300 |
lambda | regularization factor | 0.0000001 |
GRBFN | GRBFN regpoly0 | GRBFN regpoly1 | |||||||
Function | Dim | Optimum | Precission | SR | ANFC | SR | ANFC | SR | ANFC |
F1 | 1 | -1.12323 | 0.011232 | 100 | 23 | 100 | 28 | 100 | 28 |
F3 | 1 | -12.0312 | 0.120312 | 100 | 43 | 100 | 45 | 100 | 46 |
Branin | 2 | 0.39789 | 0.003979 | 100 | 51 | 100 | 24 | 100 | 62 |
Camelback | 2 | -1.03163 | 0.010316 | 100 | 61 | 100 | 50 | 100 | 54 |
Goldprice | 2 | 3 | 0.03 | 100 | 217 | 100 | 397 | 53 | 725 |
PShubert1 | 2 | -186.731 | 1.867309 | 78 | 573 | 96 | 547 | 78 | 579 |
PShubert2 | 2 | -186.731 | 1.867309 | 98 | 540 | 0 | --- | 0 | --- |
Quartic | 2 | -0.35239 | 0.003524 | 56 | 83 | 100 | 103 | 100 | 88 |
Shubert | 2 | -186.731 | 1.867309 | 100 | 499 | 100 | 500 | 100 | 513 |
Hartman1 | 3 | -3.86278 | 0.038678 | 100 | 34 | 100 | 38 | 100 | 45 |
Shekel1 | 4 | -10.1532 | 0.101532 | 0 | --- | 0 | --- | 0 | --- |
Shekel2 | 4 | -10.4029 | 0.104029 | 0 | --- | 0 | --- | 0 | --- |
Shekel3 | 4 | -10.5364 | 0.105364 | 0 | --- | 0 | --- | 0 | --- |
Hartman2 | 6 | -3.32237 | 0.033224 | 100 | 130 | 0 | --- | 0 | --- |
Hosc45 | 10 | 1 | 0.01 | --- | --- | --- | --- | --- | --- |
Brown1 | 20 | 2 | 0.02 | --- | --- | --- | --- | --- | --- |
Brown3 | 20 | 0 | 0.1 | --- | --- | --- | --- | --- | --- |
F5n | 20 | 0 | 0.1 | --- | --- | --- | --- | --- | --- |
F10n | 20 | 0 | 0.1 | --- | --- | --- | --- | --- | --- |
F15n | 20 | 0 | 0.1 | --- | --- | --- | --- | --- | --- |
[1] |
Black-Box Function Optimization using Radial Basis Function Networks,
Proceedings of the Eighth International Conference on the Application of Artificial Intelligence to Civil, Structural and Environmental Engineering,
2005 PDF (375kB) |
:
[2] |
Identification of nonlinear mechanical model parameters based on softcomputing methods,
Ph.D. thesis, Ecole Normale Supérieure de Cachan, Laboratoire de Mécanique et Technologie,
2007, PDF (5.03MB),   prezentation (4.55MB),   BiBTeX entry |
:
[3] |
Novel anisotropic continuum-discrete damage model capable of representing localized failure of massive structures. Part II: identification from tests under heterogeneous stress field.
Engineering Computations.
(2009), accepted for publication, e-print: arXiv:0902.1665 |
: