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Structural Dynamics

Structural Dynamics

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  3. The command descriptions say that OMEGA can be used in a mode-superposition harmonic or transient. Why am I not seeing any effect?

The command descriptions say that OMEGA can be used in a mode-superposition harmonic or transient. Why am I not seeing any effect?

Tagged: 8, harmonic, mapdl, Mechanical APDL (f. ANSYS), modal, Modal/Harmonic Response, structural-dynamics, structural-mechanics
    • March 17, 2023 at 9:00 am
      FAQFAQ
      Participant

      You must apply the OMEGA load in the modal and then use the LVSCALE command in the mode-superposition pass.

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