Hi,
I fear you provided too few info in order to receive direct tips.
However, here are some (very) general questions/suggestions that may help you:
- does your model have non-linearities? If yes, then you have nochoice but to perform a transient analysis with time-variant boundary conditions (displacements calculated from vibration spectra... VERY not easy...)
- can you linearize your model? I.e., are the "behavioural" non-linearities really important for the response of the structure? Sometimes you can analyze a "worst-case" by figuring out a BC configuration which ensures linearity. If so, you have many more options (see below)
- do you need only the natural frequencies (to be compared to well-known excitation frequencies so that you can verify that they are "well apart")? If so, a modal analysis is enough. There are also two solvers that can account for damping, if you need it (I think so, if you want to check the effectiveness of anti-vib supports).
- you can also check the response of the system to a single-frequency excitation source: harmonic analysis
- or you can operate in the frequency domain (only linear, however) and set up a spectral analysis (there are several sub-options under this type of analysis: see the Help, it is VERY well described). If you deal with a structure which doesn't have non-linearities (or that can be "reduced" to linear), and you want to check it against, for example, something like an earthquake acceleration spectrum, then this is THE way to go.
Hope this helps...
Regards
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