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Structural Dynamics

Structural Dynamics

How do I apply a harmonic displacement on a surface in a transient structural analysis? Can I use a function or do I have to use a table? Is there an example I can refer to? I have a given amplitude and frequency.

    • SolutionSolution
      Participant

      Please refer to the attachment(s) to access the Solution.

      Attachments:
      1. 462375.pdf