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Node Velocities on a Harmonic Analysis

Node Velocities on a Harmonic Analysis

Node Velocities on a Harmonic Analysis

(OP)
The output I have is only nodal displacements.Is the maximum velocity the displacement multiplied by the angular frequency(rad/s) or by the frequency(Hz)itself?
Also,can someone explain it physically??Why not the displacement divided by T(period)/4?
Thanks
Rafael

RE: Node Velocities on a Harmonic Analysis

Rafael
I don't think you can take a static displacement and get a maximum velocity using the natural frequency of your structure.  What force or analysis did your displacements originate from?

RE: Node Velocities on a Harmonic Analysis

(OP)
Hi,
I ´m taking displacements from the Harmonic analysis, and I ´m multiplying it by the Turbine´s frequency, not the structure natural frequency.
Rafael

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