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3.3   Eigenvalues, Eigenvectors, and Characteristic Equation    53

            3.3   Eigenvalues, Eigenvectors, and Characteristic
                 Equation

            The state variable equations, which are in the form of n first order differential equa-
            tion, can also be solved like ordinary differential equations. Because state equations
            are written in matrix form some extra terms must be taken into account. Like for
            ordinary differential equation two solutions of transient and steady state can be
            assumed. To find the transient solution, the input vector are set to zero and state
            equations become
                                         d  X :=  AX                     (3.11)
                                         dt
            Without loss of generality, a system with three state variables is assumed. A solution
            in the following form is assumed:

                                             x 1
                                         X :=  x ⋅  e st                 (3.12)
                                              2
                                             x 3
            In Eq. (3.12), it is clear that the values of x , x , x  give the amplitude of each state
                                                 2
                                                   3
                                              1
            variable and should be distinguished from the state variables. The second term in
            Eq. (3.12) determines weather the system is unstable, stable, overdamped, or un-
            derdamped. Substituting from Eq. (3.12) in Eq. (3.11) and after some algebraic
            manipulation gives
                                       x        x
                                        1        1
                                     s x e⋅  ⋅  st  = :  A x e⋅  st      (3.13)
                                        2        2
                                       x        x
                                        3        3
            In Eq. (3.13), A is a matrix of n × n, in this case 3 by 3. Simplifying the above equa-
            tion gives
                                              x 1
                                       (A sI x− ) ⋅  2  = : 0            (3.14)
                                              x 3
            I is unit matrix with diagonal terms 1 and off diagonal terms zero. It is clear that
            Eq. (3.14) is an eigenvalue problem. The eigenvalues are the roots of characteristic
            equation. This will be shown for the above example. The matrix ( A − sI) is known as
            dynamic matrix. The eigenvector associated with each eigenvalue has some mean-
            ing in vibrations as it gives the mode shape but in control has only meaning when
            the output has to be calculated. With numerical integration method there is no need
            to go into details of other methods.
              Equation (3.14) has a nontrivial solution if the determinant of the dynamic ma-
            trix is zero. The first example in the above sections will be considered, this gives
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