static VALUE rb_gsl_linalg_complex_LU_lndet(int argc, VALUE *argv, VALUE obj)
{
gsl_matrix_complex *m = NULL, *mtmp = NULL;
gsl_permutation *p = NULL;
double lndet;
int flagm = 0, signum, itmp;
switch (TYPE(obj)) {
case T_MODULE:
case T_CLASS:
case T_OBJECT:
CHECK_MATRIX_COMPLEX(argv[0]);
Data_Get_Struct(argv[0], gsl_matrix_complex, m);
if (CLASS_OF(argv[0]) != cgsl_matrix_complex_LU) {
mtmp = gsl_matrix_complex_alloc(m->size1, m->size2);
gsl_matrix_complex_memcpy(mtmp, m);
flagm = 1;
} else {
mtmp = m;
}
itmp = 1;
break;
default:
Data_Get_Struct(obj, gsl_matrix_complex, m);
if (CLASS_OF(obj) != cgsl_matrix_complex_LU) {
mtmp = gsl_matrix_complex_alloc(m->size1, m->size2);
gsl_matrix_complex_memcpy(mtmp, m);
flagm = 1;
} else {
mtmp = m;
}
itmp = 0;
}
if (flagm == 1) {
p = gsl_permutation_alloc(m->size1);
gsl_linalg_complex_LU_decomp(mtmp, p, &signum);
}
lndet = gsl_linalg_complex_LU_lndet(mtmp);
if (flagm == 1) {
gsl_matrix_complex_free(mtmp);
gsl_permutation_free(p);
}
return rb_float_new(lndet);
}
/**
* C++ version of gsl_linalg_complex_LU_lndet().
* @param LU An LU decomposition matrix
* @return The determinant of the matrix with LU decomposition @c LU
*/
inline double complex_LU_lndet( matrix_complex& LU ){
return gsl_linalg_complex_LU_lndet( LU.get() ); }
void Spectrometer::countDispersion_BS(Medium &Osrodek, QString DataName, QProgressBar *Progress, int factor) {
//lsfgerhla
double a=Osrodek.itsBasis.getLatticeConstant();
double thickness=Osrodek.itsStructure.getThickness();
int RecVec=itsRecVectors;
int k_prec=itsK_Precision;
double wi=itsFrequencies[0];
double w_prec=itsFrequencies[1];
double wf=itsFrequencies[2];
int half=3*(2*RecVec+1)*(2*RecVec+1);
int dimension=6*(2*RecVec+1)*(2*RecVec+1);
int EigValStrNumber=6*(2*RecVec+1)*(2*RecVec+1);
int EigValNumber=9*(2*RecVec+1)*(2*RecVec+1);
std::ofstream plik;
DataName="results/"+ DataName + ".dat";
QByteArray bytes = DataName.toAscii();
const char * CDataName = bytes.data();
plik.open(CDataName);
//inicjalizacje wektorów i macierzy
gsl_matrix *gammaA=gsl_matrix_calloc(dimension, dimension);
gsl_matrix *gammaB=gsl_matrix_calloc(dimension, dimension);
gsl_matrix *gammaC=gsl_matrix_calloc(dimension, dimension);
gsl_matrix *gammaD=gsl_matrix_calloc(dimension, dimension);
gsl_eigen_genv_workspace *wspce=gsl_eigen_genv_alloc(dimension);
gsl_eigen_genv_workspace *wspce2=gsl_eigen_genv_alloc(dimension);
gsl_vector_complex *StrAlpha =gsl_vector_complex_alloc(dimension);
gsl_vector *StrBeta = gsl_vector_alloc(dimension);
gsl_matrix_complex *StrEigenVec=gsl_matrix_complex_calloc(dimension, dimension);
gsl_vector_complex *BAlpha =gsl_vector_complex_alloc(dimension);
gsl_vector *BBeta = gsl_vector_alloc(dimension);
gsl_matrix_complex *BasisEigenVec=gsl_matrix_complex_calloc(dimension, dimension);
gsl_matrix_complex *ChosenVectors = gsl_matrix_complex_calloc(half, EigValNumber);
gsl_vector_complex *ChosenValues = gsl_vector_complex_calloc(EigValNumber);
gsl_matrix_complex *Boundaries=gsl_matrix_complex_calloc(EigValNumber, EigValNumber);
double kx, ky, krokx, kroky, boundary_x, boundary_y;
double k_zred, k_zred0;
double krok = M_PI/(k_prec*a);
for (int droga=0; droga<3; droga++) {
//int droga = 1;
if (droga==0) //droga M->Gamma
{
kx=-M_PI/a;
krokx=krok;
boundary_x=0;
ky=-M_PI/a;
kroky=krok;
boundary_y=0;
k_zred0=-1*sqrt(pow(kx/(2*M_PI/a), 2)+pow(ky/(2*M_PI/a), 2));
}
else if (droga==1)
{
kx=0; //droga Gamma->X
krokx=krok;
boundary_x=M_PI/a;
ky=0;
kroky=0;
boundary_y=0;
k_zred0=sqrt(2)/2;
//k_zred0=0;
}
else if (droga==2)
{
kx=M_PI/a; //Droga X->M
krokx=0;
boundary_x=M_PI/a;
ky=0;
kroky=krok;
boundary_y=M_PI/a;
k_zred0=sqrt(2)/2;
}
//petla dla wektorów falowych
for (; kx <= boundary_x && ky <= boundary_y; kx=kx+krokx, ky=ky+kroky)
{
if (droga==0) {
k_zred = abs(k_zred0 + sqrt( pow(kx/(2*M_PI/a), 2)+pow(ky/(2*M_PI/a), 2)));
} else {
k_zred = k_zred0 + kx/(2*M_PI/a) + ky/(2*M_PI/a);
}
int postep=int(100*k_zred/1.7);
Progress->setValue(postep);
Progress->update();
QApplication::processEvents();
//pętla dla częstości w
for (double w=wi; w<wf; w=w+w_prec)
{
gsl_matrix_complex_set_all(Boundaries, gsl_complex_rect (0,0)); //ustawienie wartosci wyznacznika na 0
gsl_matrix_set_all(gammaA, 0);
gsl_matrix_set_all(gammaB, 0);
gsl_matrix_set_all(gammaC, 0);
gsl_matrix_set_all(gammaD, 0);
gsl_vector_complex_set_all(StrAlpha, gsl_complex_rect (0,0));
gsl_vector_set_all(BBeta, 0);
gsl_vector_complex_set_all(BAlpha, gsl_complex_rect (0,0));
gsl_vector_set_all(StrBeta, 0);
gsl_matrix_complex_set_all(BasisEigenVec, gsl_complex_rect (0,0));
gsl_matrix_complex_set_all(StrEigenVec, gsl_complex_rect (0,0));
gsl_matrix_complex_set_all(ChosenVectors, gsl_complex_rect (0,0));
gsl_vector_complex_set_all(ChosenValues, gsl_complex_rect (0,0));
//gammaA,B dla struktury
//gammaA,B dla struktury
/*
S - numeruje transformaty tensora sprężystoci i gestosci
i - numeruje wiersze macierzy
j - numeruje kolumny macierzy
half - druga polowa macierzy
*/
for(int Nx=-RecVec, i=0, S=0; Nx<=RecVec; Nx++) {
for(int Ny=-RecVec; Ny<=RecVec; Ny++, i=i+3) {
for(int Nx_prim=-RecVec, j=0; Nx_prim<=RecVec; Nx_prim++) {
for(int Ny_prim=-RecVec; Ny_prim<=RecVec; Ny_prim++, j=j+3, S++) {
double Elasticity[6][6];
itsRecStructureSubstance[S].getElasticity(Elasticity);
double Density=itsRecStructureSubstance[S].getDensity();
double gx=2*M_PI*Nx/a;
double gy=2*M_PI*Ny/a;
double gx_prim=2*M_PI*Nx_prim/a;
double gy_prim=2*M_PI*Ny_prim/a;
gsl_matrix_set(gammaA, i, j, Elasticity[3][3]);
gsl_matrix_set(gammaA, i+1, j+1, Elasticity[3][3]);
gsl_matrix_set(gammaA, i+2, j+2, Elasticity[0][0]);
gsl_matrix_set(gammaB, i+2, j, -Elasticity[0][1]*(kx+gx_prim)-Elasticity[3][3]*(kx+gx));
gsl_matrix_set(gammaB, i+2, j+1, -Elasticity[0][1]*(ky+gy_prim)-Elasticity[3][3]*(ky+gy));
gsl_matrix_set(gammaB, i, j+2, -Elasticity[0][1]*(kx+gx)-Elasticity[3][3]*(kx+gx_prim));
gsl_matrix_set(gammaB, i+1, j+2, -Elasticity[0][1]*(ky+gy)-Elasticity[3][3]*(ky+gy_prim));
gsl_matrix_set(gammaB, i, j+half, -Elasticity[0][0]*(kx+gx)*(kx+gx_prim)-Elasticity[3][3]*(ky+gy)*(ky+gy_prim)+Density*w*w);
gsl_matrix_set(gammaB, i+1, j+half, -Elasticity[0][1]*(kx+gx_prim)*(ky+gy)-Elasticity[3][3]*(ky+gy_prim)*(kx+gx));
gsl_matrix_set(gammaB, i, j+half+1, -Elasticity[0][1]*(ky+gy_prim)*(kx+gx)-Elasticity[3][3]*(kx+gx_prim)*(ky+gy));
gsl_matrix_set(gammaB, i+1, j+half+1, -Elasticity[0][0]*(ky+gy_prim)*(ky+gy)-Elasticity[3][3]*(kx+gx_prim)*(kx+gx)+Density*w*w);
gsl_matrix_set(gammaB, i+2, j+half+2, -Elasticity[3][3]*(ky+gy_prim)*(ky+gy)-Elasticity[3][3]*(kx+gx_prim)*(kx+gx)+Density*w*w);
if (i==j) {
gsl_matrix_set(gammaA, i+half, j+half, 1);
gsl_matrix_set(gammaA, i+half+1, j+half+1, 1);
gsl_matrix_set(gammaA, i+half+2, j+half+2, 1);
gsl_matrix_set(gammaB, i+half, j, 1);
gsl_matrix_set(gammaB, i+half+1, j+1, 1);
gsl_matrix_set(gammaB, i+half+2, j+2, 1);
}
}
}
}
}
//rozwiazanie zagadnienienia własnego
gsl_eigen_genv(gammaB, gammaA, StrAlpha, StrBeta, StrEigenVec, wspce);
//gammaC,D dla Podłoża
for(int Nx=-RecVec, i=0, S=0; Nx<=RecVec; Nx++) {
for(int Ny=-RecVec; Ny<=RecVec; Ny++, i=i+3) {
for(int Nx_prim=-RecVec, j=0; Nx_prim<=RecVec; Nx_prim++) {
for(int Ny_prim=-RecVec; Ny_prim<=RecVec; Ny_prim++, j=j+3, S++) {
double Elasticity[6][6];
itsRecBasisSubstance[S].getElasticity(Elasticity);
double Density=itsRecBasisSubstance[S].getDensity();
double gx=2*M_PI*Nx/a;
double gy=2*M_PI*Ny/a;
double gx_prim=2*M_PI*Nx_prim/a;
double gy_prim=2*M_PI*Ny_prim/a;
gsl_matrix_set(gammaC, i, j, Elasticity[3][3]);
gsl_matrix_set(gammaC, i+1, j+1, Elasticity[3][3]);
gsl_matrix_set(gammaC, i+2, j+2, Elasticity[0][0]);
gsl_matrix_set(gammaD, i+2, j, -Elasticity[0][1]*(kx+gx_prim)-Elasticity[3][3]*(kx+gx));
gsl_matrix_set(gammaD, i+2, j+1, -Elasticity[0][1]*(ky+gy_prim)-Elasticity[3][3]*(ky+gy));
gsl_matrix_set(gammaD, i, j+2, -Elasticity[0][1]*(kx+gx)-Elasticity[3][3]*(kx+gx_prim));
gsl_matrix_set(gammaD, i+1, j+2, -Elasticity[0][1]*(ky+gy)-Elasticity[3][3]*(ky+gy_prim));
gsl_matrix_set(gammaD, i, j+half, -Elasticity[0][0]*(kx+gx)*(kx+gx_prim)-Elasticity[3][3]*(ky+gy)*(ky+gy_prim)+Density*w*w);
gsl_matrix_set(gammaD, i+1, j+half, -Elasticity[0][1]*(kx+gx_prim)*(ky+gy)-Elasticity[3][3]*(ky+gy_prim)*(kx+gx));
gsl_matrix_set(gammaD, i, j+half+1, -Elasticity[0][1]*(ky+gy_prim)*(kx+gx)-Elasticity[3][3]*(kx+gx_prim)*(ky+gy));
gsl_matrix_set(gammaD, i+1, j+half+1, -Elasticity[0][0]*(ky+gy_prim)*(ky+gy)-Elasticity[3][3]*(kx+gx_prim)*(kx+gx)+Density*w*w);
gsl_matrix_set(gammaD, i+2, j+half+2, -Elasticity[3][3]*(ky+gy_prim)*(ky+gy)-Elasticity[3][3]*(kx+gx_prim)*(kx+gx)+Density*w*w);
if (i==j) {
gsl_matrix_set(gammaC, i+half, j+half, 1);
gsl_matrix_set(gammaC, i+half+1, j+half+1, 1);
gsl_matrix_set(gammaC, i+half+2, j+half+2, 1);
gsl_matrix_set(gammaD, i+half, j, 1);
gsl_matrix_set(gammaD, i+half+1, j+1, 1);
gsl_matrix_set(gammaD, i+half+2, j+2, 1);
}
}
}
}
}
//rozwiazanie zagadnienienia własnego
gsl_eigen_genv(gammaD, gammaC, BAlpha, BBeta, BasisEigenVec, wspce2);
double imagL, realL; //części Re i Im wartości własnych
int n=0;
for (int i = 0; i<dimension; i++)
{
//przepisanie wartości i wektorów własnych struktury do macierzy Chosen*
gsl_complex StrValue;
StrValue= gsl_complex_div_real(gsl_vector_complex_get(StrAlpha, i), gsl_vector_get(StrBeta,i));
gsl_vector_complex_set(ChosenValues, i, StrValue);
for (int j = half, m=0; j < dimension; j++, m++)
{
gsl_matrix_complex_set(ChosenVectors, m, i, gsl_matrix_complex_get(StrEigenVec, j, i));
}
//wybieranie odpowiednich wartości i wektorów własnych dla podłoża i przepisanie do macierzy Chosen*
gsl_complex BValue;
BValue= gsl_complex_div_real(gsl_vector_complex_get(BAlpha, i), gsl_vector_get(BBeta,i));
imagL=GSL_IMAG(BValue);
realL=GSL_REAL(BValue);
if (imagL > 0.00001 && n+EigValStrNumber<EigValNumber) //warunek na wartości własne && żeby nie było ich więcej niż połowa
{
gsl_vector_complex_set(ChosenValues, n+EigValStrNumber, BValue); //wybranie wartości własnej
for (int j = half, m=0; j < dimension; j++, m++)
{
gsl_matrix_complex_set(ChosenVectors, m, n+EigValStrNumber, gsl_complex_mul_real(gsl_matrix_complex_get(BasisEigenVec, j, i), -1)); //wybranie drugiej połowy wektora własnego
}
n++;
}
}
if (n+EigValStrNumber<EigValNumber)
{
for (int i = 0; i<dimension; i++)
{
gsl_complex BValue;
BValue= gsl_complex_div_real(gsl_vector_complex_get(BAlpha, i), gsl_vector_get(BBeta,i));
imagL=GSL_IMAG(BValue);
realL=GSL_REAL(BValue);
if (imagL < 0.00001 && imagL > -0.00001 && realL < -0.00001 && n+EigValStrNumber<EigValNumber) //warunek na wartości własne && żeby nie było ich więcej niż połowa
{
gsl_vector_complex_set(ChosenValues, n+EigValStrNumber, BValue); //wybranie wartości własnej
for (int j = half, m=0; j < dimension; j++, m++)
{
gsl_matrix_complex_set(ChosenVectors, m, n+EigValStrNumber, gsl_complex_mul_real(gsl_matrix_complex_get(BasisEigenVec, j, i), -1)); //wybranie drugiej połowy wektora własnego
}
n++;
}
}
}
//wyznacznik warunków brzegowych - konstrukcja
/*
S, S' - numerujš transformaty tensora sprężystoci
i - numeruje wektory własne A w pętli dla G
j - numeruje warunki brzegowe dla kolejnych wektorow odwrotnych G
k - numeruje wektory własne A w pętli dla G'
L - numeruje wartoci własne
*/
for (int Nx=-RecVec, S=0, S_prim=0, i=0, j=0; Nx <= RecVec; Nx++) {
for (int Ny=-RecVec; Ny <= RecVec; Ny++, j=j+9, i=i+3) {
for (int L=0; L < EigValNumber; L++) {
S_prim = S;
for (int Nx_prim=-RecVec, k=0; Nx_prim <= RecVec; Nx_prim++) {
for (int Ny_prim=-RecVec; Ny_prim <= RecVec; Ny_prim++, S_prim++, k=k+3) {
double StrElasticity[6][6];
itsRecStructureSubstance[S_prim].getElasticity(StrElasticity);
double BasisElasticity[6][6];
itsRecBasisSubstance[S_prim].getElasticity(BasisElasticity);
double gx_prim=2*M_PI*Nx_prim/a;
double gy_prim=2*M_PI*Ny_prim/a;
if (L < EigValStrNumber)
{
//eksponens
gsl_complex exponent = gsl_complex_polar(exp(GSL_IMAG(gsl_vector_complex_get(ChosenValues, L))*thickness), -1*GSL_REAL(gsl_vector_complex_get(ChosenValues, L))*thickness);
//warunki zerowania się naprężenia na powierzchni
gsl_complex w1 = gsl_complex_mul_real(exponent, StrElasticity[3][3]);
gsl_complex w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+2, L), (kx+gx_prim));
gsl_complex w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k, L));
gsl_complex BCjL = gsl_complex_add(gsl_complex_mul(gsl_complex_add(w2, w3), w1), gsl_matrix_complex_get(Boundaries, j, L));
gsl_matrix_complex_set(Boundaries, j, L, BCjL);
w1 = gsl_complex_mul_real(exponent, StrElasticity[3][3]);
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+2, L), (ky+gy_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k+1, L));
BCjL = gsl_complex_add(gsl_complex_mul(gsl_complex_add(w2, w3), w1), gsl_matrix_complex_get(Boundaries, j+1, L));
gsl_matrix_complex_set(Boundaries, j+1, L, BCjL);
w1 = gsl_complex_mul_real(exponent, StrElasticity[0][0]);
gsl_complex w11 = gsl_complex_mul_real(exponent, StrElasticity[0][1]);
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k, L), (kx+gx_prim));
gsl_complex w22 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+1, L), (ky+gy_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k+2, L));
gsl_complex w4 = gsl_complex_add(gsl_complex_mul(gsl_complex_add(w2, w22), w11), gsl_complex_mul(w3, w1));
BCjL = gsl_complex_add(w4, gsl_matrix_complex_get(Boundaries, j+2, L));
gsl_matrix_complex_set(Boundaries, j+2, L, BCjL);
//warunki równości naprężeń na granicy ośrodków - część dla struktury
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+2, L), (kx+gx_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k, L));
BCjL = gsl_complex_add(gsl_complex_mul_real(gsl_complex_add(w2, w3), StrElasticity[3][3]), gsl_matrix_complex_get(Boundaries, j+3, L));
gsl_matrix_complex_set(Boundaries, j+3, L, BCjL);
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+2, L), (ky+gy_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k+1, L));
BCjL = gsl_complex_add(gsl_complex_mul_real(gsl_complex_add(w2, w3), StrElasticity[3][3]), gsl_matrix_complex_get(Boundaries, j+4, L));
gsl_matrix_complex_set(Boundaries, j+4, L, BCjL);
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k, L), (kx+gx_prim));
w22 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+1, L), (ky+gy_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k+2, L));
w4 = gsl_complex_add(gsl_complex_mul_real(gsl_complex_add(w2, w22), StrElasticity[0][1]), gsl_complex_mul_real(w3, StrElasticity[0][0]));
BCjL = gsl_complex_add(w4, gsl_matrix_complex_get(Boundaries, j+5, L));
gsl_matrix_complex_set(Boundaries, j+5, L, BCjL);
} else {
//warunki równości naprężeń na granicy ośrodków - część dla podłoża
gsl_complex w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+2, L), (kx+gx_prim));
gsl_complex w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k, L));
gsl_complex BCjL = gsl_complex_add(gsl_complex_mul_real(gsl_complex_add(w2, w3), BasisElasticity[3][3]), gsl_matrix_complex_get(Boundaries, j+3, L));
gsl_matrix_complex_set(Boundaries, j+3, L, BCjL);
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+2, L), (ky+gy_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k+1, L));
BCjL = gsl_complex_add(gsl_complex_mul_real(gsl_complex_add(w2, w3), BasisElasticity[3][3]), gsl_matrix_complex_get(Boundaries, j+4, L));
gsl_matrix_complex_set(Boundaries, j+4, L, BCjL);
w2 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k, L), (kx+gx_prim));
gsl_complex w22 = gsl_complex_mul_real(gsl_matrix_complex_get(ChosenVectors, k+1, L), (ky+gy_prim));
w3 = gsl_complex_mul(gsl_vector_complex_get(ChosenValues, L), gsl_matrix_complex_get(ChosenVectors, k+2, L));
gsl_complex w4 = gsl_complex_add(gsl_complex_mul_real(gsl_complex_add(w2, w22), BasisElasticity[0][1]), gsl_complex_mul_real(w3, BasisElasticity[0][0]));
BCjL = gsl_complex_add(w4, gsl_matrix_complex_get(Boundaries, j+5, L));
gsl_matrix_complex_set(Boundaries, j+5, L, BCjL);
}
}
}
// warunek równości wychyleń na granicy ośrodków
gsl_matrix_complex_set(Boundaries, j+6, L, gsl_matrix_complex_get(ChosenVectors, i, L));
gsl_matrix_complex_set(Boundaries, j+7, L, gsl_matrix_complex_get(ChosenVectors, i+1, L));
gsl_matrix_complex_set(Boundaries, j+8, L, gsl_matrix_complex_get(ChosenVectors, i+2, L));
}
S=S_prim;
}
}
//skalowanie macierzy Boundaries
gsl_complex scale=gsl_complex_rect(pow(10, factor), 0);
gsl_matrix_complex_scale(Boundaries, scale);
//obliczenie wyznacznika z Boundaries
gsl_permutation *Bpermutation = gsl_permutation_alloc(EigValNumber);
int Bsignum;
gsl_linalg_complex_LU_decomp(Boundaries, Bpermutation, &Bsignum);
double DetVal = gsl_linalg_complex_LU_lndet(Boundaries);
//usuwanie NaN
if(DetVal != DetVal) DetVal = 0;
//zapisanie wartości do pliku
plik << k_zred << "\t" << w << "\t" << DetVal << "\n";
}
plik << "\n";
}
}
plik.close();
gsl_matrix_free(gammaA);
gsl_matrix_free(gammaB);
gsl_vector_free(BBeta);
gsl_vector_free(StrBeta);
gsl_matrix_free(gammaC);
gsl_matrix_free(gammaD);
gsl_vector_complex_free(StrAlpha);
gsl_vector_complex_free(BAlpha);
gsl_eigen_genv_free(wspce);
gsl_eigen_genv_free(wspce2);
gsl_matrix_complex_free(Boundaries);
gsl_matrix_complex_free(ChosenVectors);
gsl_vector_complex_free(ChosenValues);
}
