1.

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

A. Displacements are harmonic
B. x=Xe<sup>i t</sup> where X is amplitude
C. [K- <sup>2</sup>M]X=0
D. KX=M <sup>2</sup>
Answer» E.


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