Questions and discussion for this lecture live here. Fire away by hitting Reply below
Dear Sean,
For this course (and maybe for other courses as well) it’s better to not do this for solving the stiffness matrix:
“U = Ks.I.dot(forceVector_red)”
Do this instead:
“U = numpy.linalg.solve(Ks, forceVector_red)”
For bigger structures with much more degrees of freedom, it will be much faster in solving.
the linalg.solve() function doesn’t have to calculate the inverse of a matrix which makes it faster.
1 Like
Great Yannick - thanks for that tip!
Seán