Dynamic Analysis
The Dynamic (Modal) Analysis uses the mass and stiffness matrices to calculate natural frequencies and natural modes of vibration for a structure, due to free or unforced vibration. The analysis calculates the modes and frequencies of vibration for the model.
The following
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Eigensolution - Eigensolution refers to the process used to calculate the modes for a Dynamic Analysis.
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Response Spectra - A Response Spectra Analysis uses the Dynamic Analysis frequencies to calculate forces, stresses and deflections in the model.
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Time History - A Time History Analysis uses the mass, stiffness and damping matrices to solve for the forced vibration of the structure due to an applied load that varies with time.