Hello,
I want to compute the natural frequencies of structure from solving eigenvalue problem of the tangent stiffness and mass matrices. I am using following commands to output these matrices and solve the normal mode shapes:
batch
MASS
TANGent
SUBSpace,,3
TANGent,,-1
OUTPUT TANG
OUTPUT MASS
end
When solving the eigenvalue problem using the MASS_001 AND tang_001 matrices the results do not match the ones provided using FEAP analysis. Do I need to use a different command to get these matrices?
Thanks for your help.