As I am new to dynamic analysis, I would like to clarify certain doubts here:
For the sake of study, I performed Modal analysis on an already executed& commissioned line for which I had already performed static analysis only.
Oxygen removal system: 8” Line connects a deoxy vessel (opr temp = 60deg C and press.=9 bar) and then going to an existing header.
Now when I performed modal analysis on that system for OPE case, and limited the natural frequency to 5 hz, I got the results with many natural frequencies within the range.
The animation window showed the behaviour for each frequency.
My doubt is
1) In real I did not experience any visible vibration at site. So how to correlate the Caesar result and actual behaviour ?
2) Also on choosing SUS and HYD case, still modal analysis showed frequencies and vibration in animation. I suppose there should not be any vibration in sus and hyd case. Am I correct ?
3) I was referring few posts related to same, in which I found “better FIRST mode be GREATER than, say, 5Hz” … By “first mode”, does it mean the first (or lowest) frequency among the list, or frequency of first section of pipe connecting the equipment? Plz clarify.
I know my doubt is too basic.
Thanks in advance.