ridbay
Mechanical
- Feb 2, 2005
- 9
Hi,
i have a question about the eigenfrequency analysis. What is indeed the difference between the two eigenfrequency analyses;
1- structure is clamped,
2- structure is not clamped.
At first case, i get the first 6 modes equal to 0.0 (rigid body modes). But the 7. mode of analysis for unclamped structure does not agree to first mode of analysis for clamped structure.
How can i interprete the analysis results?
Thanks in advance
i have a question about the eigenfrequency analysis. What is indeed the difference between the two eigenfrequency analyses;
1- structure is clamped,
2- structure is not clamped.
At first case, i get the first 6 modes equal to 0.0 (rigid body modes). But the 7. mode of analysis for unclamped structure does not agree to first mode of analysis for clamped structure.
How can i interprete the analysis results?
Thanks in advance