1.

The free vibrations equation after Finite Element discretization of a structure is expressed as Mẍ+Kx=0. Which option is not correct about the free vibration case?

A. Displacements are harmonic
B. x=Xeiωt where X is amplitude
C. [K-ω2M]X=0
D. KX=Mω2
Answer» E.


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