Dr.D said:
Looks like you gave mode frequencies, not mode shapes, We really need a picture and some coordinates to talk about hat this will do. Is this a seismic excitation?
Hello Dr. D,
Thank you for considering my problem while being inaccurate (mode shapes) and missing much information.
No, this is not a seismic excitation, it's a lab testing vibration for military standard products (810F). But due to the randomness of the excitation force I think it can be considered as seismic.
Please find the following model and other information for the problem above:

Mode shapes (pics02-07 are the modes 1-6 respectively):






Mass : 19 KG , identical springs with coefficient: 12 kN/m tension/compression (48 kN/m for the 4 springs) and 3.9 kN/m in shear (15.6 kN/m for the 4 springs), damping ratio: 0.2 , box size: 300x250x300 mm (the height is 300 mm, but it is incorrectly simulated as less, but that won't affect the frequencies of the whole box).
When the PSD curve is integrated it results in the root mean square of the input accelerations (Grms), and the Grms here is 25G.
These are some points from the PSD curve above:
| Freq (Hz) | 5 | 25 | 30 | 40 | 50 | 55 | 75 | 80 | 100 | 105 | 150 | 190 | 255 | 300 | 500 |
| PSD (G^2/Hz) | 0.00359 | 0.00359 | 0.0108 | 0.0108 | 0.00467 | 0.0072 | 0.0072 | 0.14412 | 0.14412 | 0.03242 | 0.03242 | 0.1153 | 0.1153 | 0.04323 | 0.009 |
The product is supposed to be military tested (810F standard) and this is one of the random vibrations it will be subjected to.
I am interested in the acceleration levels that will be transferred to the product (force amplification), and since the resonant frequencies are very close together, how will that affect the resulted force amplification ? In other words how can I consider the coupling of all the frequencies to the force amplification ?
Any references will greatly help, right now I am mostly looking in:
-Mechanical Vibration by S.S. Rao
-Vibration Analysis for Electronic Equipment by Dave S.
Please let me know if you need anything else, and thank you very much for your time !
M.Halawa