The behavior of self-joining, conservative mechanical structures can be represented by the following matrix equation:
( 2 )
M represents the mass matrix, real, symmetrical, positive definite*, K the stiffness matrix, real, symmetrical, non-negative definite**. Both matrices are of dimension (N,N).
f (t) represents the vector of exciting forces. In the harmonic...
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(1) - EWINS (D.) -
Modal testing : theory and practice
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. Éditions Wiley and Sons, 1984.
(2) - SWEVERS (J.), HEYLEN (W.) -
Time domain identification methods for modal analysis (Stratégies d'identification des structures par l'essai de vibration)
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....
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