Help with this tiple nested for loop
이 질문을 팔로우합니다.
- 팔로우하는 게시물 피드에서 업데이트를 확인할 수 있습니다.
- 정보 수신 기본 설정에 따라 이메일을 받을 수 있습니다.
오류 발생
페이지가 변경되었기 때문에 동작을 완료할 수 없습니다. 업데이트된 상태를 보려면 페이지를 다시 불러오십시오.
이전 댓글 표시
0 개 추천
Hi there, I have the following five matrices:
A1 = ones(5,5)*1;
A2 = ones(5,5)*2;
A3 = ones(5,5)*3;
A4 = ones(5,5)*4;
A5 = ones(5,5)*5;
I want a total of 96 seperate matrices and want to repeat A1,A2,A3,A4 and A5 after every 32 loops, Hence, I will have at the end 96 of 5 x 5 matrices consiting of A1, A2, A3, A4 and A5. So, the first 6 matrices (1-6) are of A1, the second lot of (7-12) matrices are A2, the third lot (13-18) are A3, the fouth (19 - 24) are A4 and A5 (25 - 32). After the 32nd matrix I want to go back to A1 and repeat as before till we get 96 matrices.
So, I have attempted the code below:
for i = 1:96
for j = 1:3
for k = 1:32
U(:,:,k,j) = A1;
Ux(:,:,i) = U(:,:,k,j);
if k > 6
U(:,:,k,j) = A2;
Ux(:,:,i) = U(:,:,k,j);
end
if k > 12
U(:,:,k,j) = A3;
Ux(:,:,i) = U(:,:,k,j);
end
if k > 18
U(:,:,k,j) = A4;
Ux(:,:,i) = U(:,:,k,j);
end
if k > 24
U(:,:,k,j) = A5;
Ux(:,:,i) = U(:,:,k,j);
end
end
end
end
Could someone help me acheive this please?
Many thanks in advance, guys!
,,
채택된 답변
Matt J
대략 22시간 전
I don't know what you're trying to do with Ux, but U is just,
U = cat(3, ...
repelem(cat(3,A1,A2,A3,A4),1,1,6), ...
repelem(A5,1,1,8));
U = repmat(U,1,1,1,3);
The reason the intent of Ux is not clear in the current code is because Ux(:,:,i) is overwritten for every j and k. Its final value is always the value at k = 32, namely A5.
댓글 수: 12
Hi Matt, the Ux is "supposed" to be where I store each of the 96 matrices that consist of the A1,A2,A3,A4 and A5.
I copy and pasted your code and its only giving me 32 matrices. I need 96, but that repeat in the pattern and order of the 32. So, like 3 lots of 32.
I'm getting my desired out come doing this:
A1 = ones(5,5)*1;
A2 = ones(5,5)*2;
A3 = ones(5,5)*3;
A4 = ones(5,5)*4;
A5 = ones(5,5)*5;
for j = 1:3
for k = 1:32
U(:,:,k,j) = A1;
if k > 6
U(:,:,k,j) = A2;
end
if k > 12
U(:,:,k,j) = A3;
end
if k > 18
U(:,:,k,j) = A4;
end
if k > 24
U(:,:,k,j) = A5;
end
end
end
A1 = ones(5)*1;
A2 = ones(5)*2;
A3 = ones(5)*3;
A4 = ones(5)*4;
A5 = ones(5)*5;
U = zeros(5,5,32,3);
for j = 1:3
for k = 1:6
U(:,:,k,j) = A1;
end
for k = 7:12
U(:,:,k,j) = A2;
end
for k = 13:18
U(:,:,k,j) = A3;
end
for k = 19:24
U(:,:,k,j) = A4;
end
for k = 25:32
U(:,:,k,j) = A4;
end
end
I'm getting my desired out come doing this:
That gives identical results to what I posted:
A1 = ones(5,5)*1;
A2 = ones(5,5)*2;
A3 = ones(5,5)*3;
A4 = ones(5,5)*4;
A5 = ones(5,5)*5;
isequal(version1(A1,A2,A3,A4,A5), ...
version2(A1,A2,A3,A4,A5))
ans = logical
1
function U=version1(A1,A2,A3,A4,A5)
for j = 1:3
for k = 1:32
U(:,:,k,j) = A1;
if k > 6
U(:,:,k,j) = A2;
end
if k > 12
U(:,:,k,j) = A3;
end
if k > 18
U(:,:,k,j) = A4;
end
if k > 24
U(:,:,k,j) = A5;
end
end
end
end
function U=version2(A1,A2,A3,A4,A5)
U = cat(3, ...
repelem(cat(3,A1,A2,A3,A4),1,1,6), ...
repelem(A5,1,1,8));
U = repmat(U,1,1,1,3);
end
Hi guys,
this was part of a much bigger task, and I am hoping if it's okay to ask a follow up?
So I have this section of code from my script:
%% Transformation from local to global matrix
T = cat(3, Tcx, Tbx, Tdx1, Tdx2);
for i = 1:352
for j = 5
for k = 32
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,1)*T(:,:,i);
if k > 6
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,2)*T(:,:,i);
end
if k > 12
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,3)*T(:,:,i);
end
if k > 18
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,4)*T(:,:,i);
end
if k > 24
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,5)*T(:,:,i);
end
end
end
if i > 160
Km(:,:,i) = T(:,:,i)'*Kb*T(:,:,i);
end
if i > 288
Km(:,:,i) = T(:,:,i)'*Kd*T(:,:,i);
end
if i > 320
Km(:,:,i) = T(:,:,i)'*Kd*T(:,:,i);
end
end
I don't get any errors, and I end up with a 495 x 495 x 32 x 5 for Kmc which is what I want. However, the Kmc matrices are just filled with zeros. There are no values in them at all.
Hence, I am wondering why this is?
Many thanks, guys!
Kmc(:,:,32,5) is changed here:
if k > 24
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,5)*T(:,:,i);
end
but we don't know the right-hand side
T(:,:,i)'*Kc(:,:,5)*T(:,:,i);
this was part of a much bigger task, and I am hoping if it's okay to ask a follow up?
Yes, but does that mean the original question has been answered. If so, please Accept-click the answer.
Scott Banks
대략 13시간 전
이동: Matt J
대략 9시간 전
Hi Torsten, it quite a large amount of code, but all this should give you what the right-hand side should equal.
E = 199947961.502;
Ic = [29997.921/100^4; 22528.963/100^4; 17510.628/100^4; 14268.001/100^4; 11407.468/100^4];
Ib = 4.82E-04;
Ac = [0.0212858; 0.0168; 0.0136; 0.0113; 0.0093];
Ab = 0.0115528;
Ad = 0.0254469;
L = 6;
h = 3.5;
alpha = atand(3.5/6);
beta = atand(6/3.5);
d = sqrt(h^2 + L^2);
H = 112;
ns = 112/h;
n = (ns+1)*5*3
%% Local stiffness matrices
for i = 1:5
Kc(:,:,i) = [E*Ac(i)/h 0 0 -E*Ac(i)/h 0 0;
0 12*E*Ic(i)/h^3 6*E*Ic(i)/h.^2 0 -12*E*Ic(i)/h^3 6*E*Ic(i)/h^2;
0 6*E*Ic(i)/h^2 4*E*Ic(i)/h 0 -6*E*Ic(i)/h^2 2*E*Ic(i)/h;
-E*Ac(i)/h 0 0 E*Ac(i)/h 0 0;
0 -12*E*Ic(i)/h^3 -6*E*Ic(i)/h^2 0 12*E*Ic(i)/h^3 -6*E*Ic(i)/h^2;
0 6*E*Ic(i)/h^2 2*E*Ic(i)/h 0 -6*E*Ic(i)/h^2 4*E*Ic(i)/h];
end
Kb = [E*Ab/L 0 0 -E*Ab/L 0 0;
0 12*E*Ib/L^3 6*E*Ib/L^2 0 -12*E*Ib/L^3 6*E*Ib/L^2;
0 6*E*Ib/L^2 4*E*Ib/L 0 -6*E*Ib/L^2 2*E*Ib/L;
-E*Ab/L 0 0 E*Ab/L 0 0;
0 -12*E*Ib/L^3 -6*E*Ib/L^2 0 12*E*Ib/L^3 -6*E*Ib/L^2;
0 6*E*Ib/L^2 2*E*Ib/L 0 -6*E*Ib/L^2 4*E*Ib/L]
Kd = zeros(6,6);
Kd(1,1) = E*Ad/d;
Kd(1,4) = -E.*Ad/d;
Kd(4,1) = -E.*Ad/d;
Kd(4,4) = E*Ad/d
%% Transformation matrices
Tc1 = zeros(6,18);
Tc1(2,1) = -1;
Tc1(1,2) = 1;
Tc1(3,3) = 1;
Tc1(5,16) = -1;
Tc1(4,17) = 1;
Tc1(6,18) = 1;
Tb1 = zeros(6,6);
Tb1(1,1) = 1;
Tb1(2,2) = 1;
Tb1(3,3) = 1;
Tb1(4,4) = 1;
Tb1(5,5) = 1;
Tb1(6,6) = 1;
Td1 = zeros(6,21);
Td1(1,1) = cosd(alpha);
Td1(1,2) = sind(alpha);
Td1(4,19) = cosd(alpha);
Td1(4,20) = sind(alpha);
Td2 = zeros(6,15);
Td2(1,1) = cosd(beta + 90);
Td2(1,2) = sind(beta + 90);
Td2(4,13) = cosd(beta + 90);
Td2(4,14) = sind(beta + 90);
%% Counters for member nodes for columns
vecC = 1:5;
countC = 0:ns;
vecN1 = vecC + 5.*countC'
nM = size(vecN1,2) * (size(vecN1,1)-1);
nC = 3 * max(vecN1(:));
Tcx = zeros(size(Tc1,1),nC,nM);
j = 0
% For loop to complete the transformation matrices for columns
for i = 1:5
R = vecN1(:,i);
for k = 1:ns
j = j + 1;
C = (3*R(k) - 2):(3*R(k+1));
Tcx(:,C,j) = Tc1;
end
end
%% Counters for member nodes for beams
vecB = 6:10;
countB = 0:ns-1;
vecN2 = [vecB + 5.*countB']';
nM = 128;
nC = 3 * max(vecN2(:));
Tbx = zeros(size(Tb1,1),nC,nM);
j = 0
% For loop to complete the transformation matrices for beams
for i = 1:size(vecN2,2)
R = vecN2(:,i);
for k = 1:4
j = j + 1;
C = (3*R(k) - 2):(3*R(k+1));
Tbx(:,C,j) = Tb1;
end
end
%% counters for member nodes for diagonal braces
countD = 0:ns;
vecD1 = [2 + 5.*countD]'
vecD2 = [3 + 5.*countD]'
vecD3 = [4 + 5.*countD]'
for i = 1:length(vecD1)-1
vecN3(:,i) = [vecD1(i);vecD2(i+1)];
vecN4(:,i) = [vecD3(i);vecD2(i+1)];
end
% For loop to complete the transformation matrices for diagonal braces
nM = 32;
nC = n;
Tdx1 = zeros(size(Td1,1),nC,nM);
Tdx2 = zeros(size(Td2,1),nC,nM);
j = 0
for i = 1:size(vecN3,2)
R = vecN3(:,i);
D = vecN4(:,i);
for k = 1
j = j + 1;
C = (3*R(k) - 2):(3*R(k+1));
B = (3*D(k) - 2):(3*D(k+1));
Tdx1(:,C,j) = Td1;
Tdx2(:,B,j) = Td2;
end
end
%% Transformation from local to global matrix
T = cat(3, Tcx, Tbx, Tdx1, Tdx2);
for i = 1:352
for j = 5
for k = 32
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,1)*T(:,:,i);
if k > 6
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,2)*T(:,:,i);
end
if k > 12
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,3)*T(:,:,i);
end
if k > 18
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,4)*T(:,:,i);
end
if k > 24
Kmc(:,:,k,j) = T(:,:,i)'*Kc(:,:,5)*T(:,:,i);
end
end
end
if i > 160
Km(:,:,i) = T(:,:,i)'*Kb*T(:,:,i);
end
if i > 288
Km(:,:,i) = T(:,:,i)'*Kd*T(:,:,i);
end
if i > 320
Km(:,:,i) = T(:,:,i)'*Kd*T(:,:,i);
end
end
Many thanks
All done, Matt.
However, the Kmc matrices are just filled with zeros. There are no values in them at all. Hence, I am wondering why this is?
Because k is not changing throughout the 'loop'. It is set to a fixed value of 32, which means that the conditions k>6,..., k>24 are never met.
In any case, you should not be using loop structures like this. Everything you are currently doing can be done looplessly with pagemtimes, cat(), and repmat().
If you add the lines
M = Kmc(:,:,32,5)
M = M(:)
norm(M)
at the end of your code, you will see that Kmc is not all zero.
추가 답변 (0개)
카테고리
도움말 센터 및 File Exchange에서 Loops and Conditional Statements에 대해 자세히 알아보기
참고 항목
Community Treasure Hunt
Find the treasures in MATLAB Central and discover how the community can help you!
Start Hunting!웹사이트 선택
번역된 콘텐츠를 보고 지역별 이벤트와 혜택을 살펴보려면 웹사이트를 선택하십시오. 현재 계신 지역에 따라 다음 웹사이트를 권장합니다:
또한 다음 목록에서 웹사이트를 선택하실 수도 있습니다.
사이트 성능 최적화 방법
최고의 사이트 성능을 위해 중국 사이트(중국어 또는 영어)를 선택하십시오. 현재 계신 지역에서는 다른 국가의 MathWorks 사이트 방문이 최적화되지 않았습니다.
미주
- América Latina (Español)
- Canada (English)
- United States (English)
유럽
- Belgium (English)
- Denmark (English)
- Deutschland (Deutsch)
- España (Español)
- Finland (English)
- France (Français)
- Ireland (English)
- Italia (Italiano)
- Luxembourg (English)
- Netherlands (English)
- Norway (English)
- Österreich (Deutsch)
- Portugal (English)
- Sweden (English)
- Switzerland
- United Kingdom (English)
