Assemble of column vector in column
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FG=[];
FG=zeros(N,1);
m=5;
for n=1:1:ne %Calling elements
for i=1:1:6
d2=dof(n,m+i-1); %Calling degree of freedom for second node
force=eval(['force',num2str(n)]); %Calling elemental force vector
FG(d2,1)= FG(d2,1)+force(i,1); %calling element of the elemental force vector and adding to global force vector
end
end
6 Comments
Chaudhary P Patel
on 11 Jan 2021
Mathieu NOE
on 11 Jan 2021
hello
sure
your code is about a single column vector (second dim = 1 , in all your code)
FG=zeros(N,1);
FG(d2,1)= FG(d2,1)+force(i,1);
Chaudhary P Patel
on 11 Jan 2021
Mathieu NOE
on 11 Jan 2021
sorry
I don't understand what you intend to do ... can you somehow show on your code / describe what you are trying to do ?
Chaudhary P Patel
on 11 Jan 2021
Mathieu NOE
on 12 Jan 2021
ok - good luck for the future
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