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Hello,
I want to calculate a structure's natural frequency, but I am not sure about the results. I mean I can perform modal analysis with load to mass conversion and %90 mass participation, but it gives me a list of frequencies and periods. Is this expected behavior or on that modal analysis result list, is there a governing frequency or period? I am looking forward to finding a structure's natural frequency not frequencies.
I reviewed How to determine the natural frequency of a structure in Robot Structural Analysis? (autodesk.com) but still it won't answer my question.
Regards
Solved! Go to Solution.