DrBwts
Mechanical
- Nov 4, 2012
- 297
Hi,
I've run a steady state & dynamic frequency analysis & am now trying to get the frequency response functions (FRF) for particular nodes.
So far I have only been able to output accelerations & displacements for every node. As there close on 1/4 million nodes this isnt ideal.
What am I missing here?
I've run a steady state & dynamic frequency analysis & am now trying to get the frequency response functions (FRF) for particular nodes.
So far I have only been able to output accelerations & displacements for every node. As there close on 1/4 million nodes this isnt ideal.
What am I missing here?