I have this system of linear equations and i need to solve it for unknowns. how i can solve it in MATLAB? we have 8 unknowns and 8 equations.

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javeria
javeria le 25 Mar 2025
Réponse apportée : javeria le 16 Avr 2025
$$
\begin{aligned}
& b_{0}^{l}=a_{0}^{l} A_{00}^{l}+\sum_{n=a_{n}}^{\infty} a_{n}^{l} A_{0} n^{\ell}+Z_{0}^{l} \\
& b_{m}^{l}=a_{0}^{l} A_{m 0}^{l}+\sum_{n=1}^{\infty} a_{n}^{l} A_{m n}^{l}+Z_{m}^{l} \\
& a_{0}^{l}=b_{0}^{l} B_{00}^{l}+\sum_{m=1}^{\infty} b_{m}{ }^{l} B_{0 m}^{l}+c_{0}^{l} C_{00}^{l}+\sum_{m=1}^{\infty} c_{m}^{l} C_{0 m}^{l}+Y_{0}^{l} \\
& a_{n}^{l}=b_{0}^{l} B_{n 0}^{l}+\sum_{m=1}^{\infty} b_{m}^{l} B_{n m}^{l}+c_{0}^{l} C_{n 0}^{l}+\sum_{m=1}^{\infty} c_{m}^{l} C_{n m}^{l}+Y_{n}^{l}
\end{aligned}
$$
and:
$$
\begin{aligned}
& c_{0}^{l}=d_{0}^{l} D_{00}^{\ell}+\sum_{n=1}^{\infty} d_{n}^{l} D_{0 n}^{l}+X_{0}^{l} \\
& c_{m}^{l}=d_{0}^{l} D_{m 0}^{\ell}+\sum_{n=1}^{\infty} d_{n}^{l} D_{m n}^{\ell}+X_{m}^{\ell} \\
& d_{0}^{\ell} = b_{0}^{l} E_{00}^{\ell}+\sum_{m=1}^{\infty} b_{m}^{\ell} E_{0 m}^{l}+c_{0}^{l} F_{00}^{l}+\sum_{m=1}^{\infty} c_{m}^{l} F_{0 m}^{l}+W_{0}^{l} \\
& d_{n}^{l}=b_{0}^{l} E_{n 0}^{l}+\sum_{m=1}^{\infty} b_{m}^{l} E_{n m}^{l}+c_{0}^{l} F_{n 0}^{l}+\sum_{m=1}^{\infty} c_{m}^{l} F_{n m}^{l}+W_{n}^{l}
\end{aligned}
$$
Unknowns are:-
$$
\begin{gathered}
\left(a_{0}^{l}, a_{n}^{l}\right) ;\left(b_{0}^{l}, b_{n}^{l}\right),\left(c_{0}^{l}, c_{n}^{l}\right) and \\
\left(d_{0}^{l}, d_{n}^{l}\right) .
\end{gathered}
$$
The above system of equations which is linear one is the latex code for these equations and i need to solve it for these unknowns. I am confused that how i can solved this system. how i can write these equations in matrix form to solved it for the unknowns? Help me.
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javeria
javeria le 25 Mar 2025
@Sam Chak we can defined the number for its truncation by taking a big number i.e
M=20;
N=50;
My question is that i need to solve this system of linear equations. so i need to write 1st the system in matrix i.e AX=B then i can solve by using X=A^{-1}B. But I am confused about that how to write this system in AX=B form.

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javeria
javeria le 14 Avr 2025
clc;
close all;
clear all;
tic;
N = 20; % Number of terms in region E and I
M= 50; % Number of term in region B
RE = 1.0; % Radius of external cylinder
ratios = [1.031,1.5, 2.0, 4.0]; % Ratios RE/RI you want to test
b= 2.0*RE; % The distance from seabed to the bottom of cylinder (h-d)=b
h = 4.0*RE; % Water depth.
g = 9.81; % Gravity acceleration
% Preallocate wave numbers k
nu =0.01; % nu
k=linspace(0,0,N);
% % Use the algorithm of Chamberlin & Porter
a2=nu*h;
p=a2*(1-4*(1-(1+a2)*exp(-2*a2))/(2*a2+sinh(2*a2)))^(-0.25); % approximation for k_0 (Eq. 19)
k(1)=p;
for i2=1:N-1
b2=i2*pi-pi/2*tanh(2*a2/(i2*pi*pi));%aproximation for k_n (Eq. 26)
for j=1:2
u=b2/(1-2*(b2*tan(b2)+a2)*sin(2*b2)/(a2*(sin(2*b2)+2*b2)))^0.5; % From article (Eq. 23), an upper bound for k_n, iterated to refine the roots
b2=u;
end
k(i2+1)=b2;
end
k=k/h;
k(:,2:N)=k(:,2:N)*complex(0,1) % print all roots where first one is real and remaining ones are purely imaginary
% Compute the matrix A for different ratios
for r = 1:length(ratios)
RI = ratios(r) * RE; % Update RI based on the current ratio
%% finding the root \lemda_m =m*pi/b%%%%%%
for j=1:M
m(j)=(pi*(j-1))/b;
end
% Initialize matrix A
A = zeros(M, N);
% Set A_00 (first element)
A(1, 1) = cosh(k(1) * h) * sinh(k(1) * b) / (k(1) * b * (2 * k(1) * h + sinh(2 * k(1)* h))) * besselh(0, 1, k(1) * RE) / (k(1) * besselh(-1, 1, k(1) * RE));
% Set A_0n for j = 2:N
for j = 2:N
A(1, j) = cos(k(j) * h) * sin(k(j) * b) / (k(j) * b * (2 * k(j) * h + sin(2 * k(j) * h))) * besselk(0, k(j) * RE) / (-k(j) * besselk(-1, k(j) * RE));
end
% Set A_m0 for i = 2:M
for i = 2:M
A(i, 1) = 2 * cosh(k(1) * h) * (-1)^(i - 1) * k(1) * sinh(k(1) * b) / (b * (2 * k(1) * h + sinh(2 * k(1) * h)) * (k(1)^2 + m(i)^2)) * besselh(0, 1, k(1) * RE) / (k(1) * besselh(-1, 1, k(1)* RE));
end
% Set A_mn for i = 2:M, j = 2:N
for i = 2:M
for j = 2:N
A(i, j) = 2 * (-1)^(i - 1) * sin(k(j) * b) / (b * (2 * k(j) * h + sin(2 * k(j) * h)) * (k(j)^2 - m(i)^2)) * besselk(0, k(j) * RE) / (-k(j) * besselk(-1, k(j) * RE));
end
end
end
% this is for one value of nu and now i want it for nu = linspace(0.01, 10, 100);% Loop over the range of nu

Plus de réponses (4)

Sam Chak
Sam Chak le 25 Mar 2025
I see, @javeria. So, you would like to learn how to solve a system of linear equations. You can refer to the example at the following link and begin writing the code accordingly.
https://www.mathworks.com/help/symbolic/solve-a-system-of-linear-equations.html
If you are able to create the equations in LaTeX, I believe you can certainly write those equations in MATLAB. You can also search for more examples on Google: "how to solve a system of linear equations with MATLAB".
  1 commentaire
javeria
javeria le 25 Mar 2025
@Sam Chak for the simple equations i solved it, but here the system is very complicated because these coefficients of unknowns are also matrix not a single value. so i am little bit confuse that how i can define these equations in matlab.

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Torsten
Torsten le 25 Mar 2025
Modifié(e) : Torsten le 25 Mar 2025
@javeria
If you want to avoid writing your system as A*X = B, you can use a nonlinear solver like "fsolve". As the system is linear, it should converge in one step.
Otherwise - as @Sam Chak already said - you can use "equationsToMatrix" to let MATLAB compute A and B from your equations:
https://uk.mathworks.com/help/symbolic/sym.equationstomatrix.html
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Torsten
Torsten le 3 Avr 2025
Did you copy my full code ?
I changed
b = sym('b', [1 M]); % b1, b2, b3
a = sym('a', [1 N]); % a1, a2
c = sym('c', [1 M]); % c1, c2, c3
d = sym('d', [1 N]); % d1, d2
to
a = sym('a', [N 1]); % a1, a2
b = sym('b', [M 1]); % b1, b2, b3
c = sym('c', [M 1]); % c1, c2, c3
d = sym('d', [N 1]); % d1, d2
Maybe this is the problem.

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javeria
javeria le 3 Avr 2025
Ran in:
% Define dimensions
M = 4; % For m = 0, 1, 2, 3
N = 3; % For n = 0, 1, 2
% Initialize coefficient matrices
A = zeros(M, N); % 4x3 (Aij)
B = zeros(N, M); % 3x4 (Bij)
C = zeros(N, M); % 3x4 (Cij)
D = zeros(M, N); % 4x3 (Dij)
E = zeros(N, M); % 3x4 (Eij)
F = zeros(N, M); % 3x4 (Fij)
% Define A (Aij)
A(1,1) = 2;
for j = 2:N
A(1,j) = 3;
end
for i = 2:M
A(i,1) = 4;
end
for i = 2:M
for j = 2:N
A(i,j) = 5;
end
end
% Define B (Bij)
B(1,1) = 1;
for j = 2:M
B(1,j) = 2;
end
for i = 2:N
B(i,1) = 3;
end
for i = 2:N
for j = 2:M
B(i,j) = 1;
end
end
% Define C (Cij)
C(1,1) = 2;
for j = 2:M
C(1,j) = 1;
end
for i = 2:N
C(i,1) = 0;
end
for i = 2:N
for j = 2:M
C(i,j) = 2;
end
end
% Define D (Dij)
D(1,1) = 1;
for j = 2:N
D(1,j) = 2;
end
for i = 2:M
D(i,1) = 3;
end
for i = 2:M
for j = 2:N
D(i,j) = 1;
end
end
% Define E (Eij)
E(1,1) = 1;
for j = 2:M
E(1,j) = 2;
end
for i = 2:N
E(i,1) = 3;
end
for i = 2:N
for j = 2:M
E(i,j) = 1;
end
end
% Define F (Fij)
F(1,1) = 2;
for j = 2:M
F(1,j) = 1;
end
for i = 2:N
F(i,1) = 0;
end
for i = 2:N
for j = 2:M
F(i,j) = 2;
end
end
% Define right-hand side vectors
Z = zeros(M, 1); % Z0, Z1, Z2, Z3
Y = zeros(N, 1); % Y0, Y1, Y2
X = zeros(M, 1); % X0, X1, X2, X3
W = zeros(N, 1); % W0, W1, W2
% Define Z (start at 1 and increment by 1)
Z(1) = 1;
for i = 2:M
Z(i) = 2;
end
% Define Y (start at 5 and increment by 1)
Y(1) = 5;
for i = 2:N
Y(i) = 9;
end
% Define X (start at 8 and increment by 1)
X(1) = 8;
for i = 2:M
X(i) = 9;
end
% Define W (start at 12 and increment by 1)
W(1) = 12;
for i = 2:N
W(i) = 10;
end
% Define identity and zero submatrices
I1 = zeros(M, M); % 4x4 identity
I2 = zeros(N, N); % 3x3 identity
I3 = zeros(M, M); % 4x4 identity
I4 = zeros(N, N); % 3x3 identity
for i = 1:M
I1(i,i) = 1;
I3(i,i) = 1;
end
for i = 1:N
I2(i,i) = 1;
I4(i,i) = 1;
end
O1 = zeros(M, M); % 4x4 zero
O2 = zeros(M, N); % 4x3 zero
O3 = zeros(N, M); % 3x4 zero
O4 = zeros(N, N); % 3x3 zero
O5 = zeros(M, M); % 4x4 zero
O6 = zeros(M, N); % 4x3 zero
O7 = zeros(N, N); % 3x3 zero
% Assemble the full matrix G
G = [I1, -A, O1, O2;
-B, I2, -C, O4;
O5, O6, I3, -D;
-E, O7, -F, I4];
% Assemble the vector b
y = [Z; Y; X; W];
b = sym('b', [1 ,M]); % b0, b1, b2, b3
a = sym('a', [1, N]); % a0, a1, a2
c = sym('c', [1 ,M]); % c0, c1, c2, c3
d = sym('d', [1, N]); % d0, d1, d2
x = [b, a, c, d]'; % Vector of unknowns
% Solve the system
x_solution = inv(G) * y;
% Display all components
% Display results
disp('Matrix M (14x14):'); disp(M);
Matrix M (14x14): 4
disp('Vector b (14x1):'); disp(b);
Vector b (14x1):
disp('Solution vector x:'); disp(x_solution);
Solution vector x: -3.1481 -11.8201 -11.8201 -11.8201 -10.3598 2.7619 2.7619 19.6878 6.4444 6.4444 6.4444 -3.3598 3.7619 3.7619
% Extract bm, an, cm, dn from x_solution
bm = x_solution(1:M); % b0, b1, b2, b3
an = x_solution(M+1:M+N); % a0, a1, a2
cm = x_solution(M+N+1:M+N+M); % c0, c1, c2, c3
dn = x_solution(M+N+M+1:end); % d0, d1, d2
disp('bm (b0, b1, b2, b3):'); disp(bm);
bm (b0, b1, b2, b3): -3.1481 -11.8201 -11.8201 -11.8201
disp('an (a0, a1, a2):'); disp(an);
an (a0, a1, a2): -10.3598 2.7619 2.7619
disp('cm (c0, c1, c2, c3):'); disp(cm);
cm (c0, c1, c2, c3): 19.6878 6.4444 6.4444 6.4444
disp('dn (d0, d1, d2):'); disp(dn);
dn (d0, d1, d2): -3.3598 3.7619 3.7619
when i run my this code online it works but on my matlab it give me error i donot why
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Torsten
Torsten le 15 Avr 2025
% % This is the code for finding roots of the dispersion relation
% % K = k * tanh(kh)
% % here K = nu^2/g, nu is angular frequency and h is water depth
% function [ k1 ] = dispersion( nu,h,N)
RE = 1.0; % Radius of external cylinder
ratios = [1.031, 1.5, 2.0, 4.0]; % Ratios RE/RI you want to test
b = 2.0 * RE; % Distance from seabed to the bottom of cylinder (h-d)=b
h = 4.0 * RE; % Water depth
N=3; % how many roots you need? Change your N to get roots
M = 4;% Change your M according to u
Nu = [0.1;0.2]; % angular frequency
h=4.0; % water depth
%% finding the root \lemda_m =m*pi/b%%%%%%
for j=1:M
m(j)=(pi*(j-1))/b;
end
for nn = 1:numel(Nu)
nu = Nu(nn);
k = zeros(1, N);
% % Use the algorithm of Chamberlin & Porter
a2=nu*h;
p=a2*(1-4*(1-(1+a2)*exp(-2*a2))/(2*a2+sinh(2*a2)))^(-0.25); % approximation for k_0 (Eq. 19)
k(1)=p;
for i2=1:N-1
b2=i2*pi-pi/2*tanh(2*a2/(i2*pi*pi));%aproximation for k_n (Eq. 26)
for j=1:2
u=b2/(1 - (2*(b2*tan(b2) + a2)*sin(2*b2))/(a2*(sin(2*b2)+2*b2)))^0.5; % From article (Eq. 23), an upper bound for k_n, iterated to refine the roots
b2=u;
end
k(i2+1)=b2;
end
k=k/h;
k(:,2:N)=k(:,2:N)*complex(0,1); % print all roots where first one is real and remaining ones are purely imaginary
for r = 1:length(ratios)
RI = RE / ratios(r); % Update RI based on the current ratio
% Example: Initialize matrix A as a zero matrix of size NxN
A = zeros(M, N);
% Set A_00 (first element)
A(1, 1) = cosh(k(1) * h) * sinh(k(1) * b) / (k(1) * b * (2*k(1)*h + sinh(2 * k(1)* h))) * besselh(0, 1, k(1) * RE) / (k(1) * besselh(-1, 1, k(1) * RE));
% Set A_0n for j = 2:N
for j = 2:N
A(1, j) = cos(k(j) * h) * sin(k(j) * b) / (k(j) * b * (2*k(j)*h + sin(2*k(j) * h))) * besselk(0, k(j) * RE) / (-k(j) * besselk(-1, k(j) * RE));
end
% Set A_m0 for i = 2:M
for i = 2:M
A(i, 1) = 2 * cosh(k(1) * h) * (-1)^(i - 1) * k(1) * sinh(k(1) * b) / (b*(2 * k(1) * h + sinh(2 * k(1) * h)) * (k(1)^2 + m(i)^2)) * besselh(0, 1, k(1) * RE) / (k(1) * besselh(-1, 1, k(1)* RE));
end
% Set A_mn for i = 2:M, j = 2:N
for i = 2:M
for j = 2:N
A(i, j) = 2 * (-1)^(i - 1) * sin(k(j) * b) / (b * (2 * k(j) * h + sin(2 * k(j) * h)) * (k(j)^2 - m(i)^2)) * besselk(0, k(j) * RE) / (-k(j) * besselk(-1, k(j) * RE));
end
end
% After calculating matrix A, you can process or print it as required
fprintf('Matrix A for ratio %.3f and RI %.3f:\n', ratios(r), RI);
disp(A);
end
end

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javeria
javeria le 16 Avr 2025
@Torsten @Sam Chak I need some help regarding my research I am a Phd student. I derive analytical equations for my system to find the unknown coefficient however my results are not corrected. If i provide my analytical expression can you do help me in coding part. Or if you have mathematics background can you also help me in analytical part.
Thanks

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