Page 519 - Dynamics of Mechanical Systems
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0593_C14_fm  Page 500  Tuesday, May 7, 2002  6:56 AM





                       500                                                 Dynamics of Mechanical Systems


                       where by comparison of Eqs. (14.6.42) and (14.6.44) the c  (i = 1,…, 8) are seen to be:
                                                                         i
                                           c = ( 54) Mr +  4 mr ,  c = ( 32) Mr +  6 mr  2
                                                                          2
                                                            2
                                                     2
                                                                 2
                                            1
                                           c =  Mgr 2 mgr,      c = ( 54) Mr +  4 mr  2
                                                   +
                                                                           2
                                            3                    4
                                                                                              (14.6.45)
                                           c = ( 32) Mr +  4 mr ,  c = ( 52) Mr + 8 mr  2
                                                      2
                                                            2
                                                                          2
                                            5
                                                                 6
                                           c =  mgr,            c =  2 mr 2
                                            7
                                                                 8
                       Note that each c  is positive.
                                     i
                                                             *
                        To solve Eqs. (14.6.40) and (14.6.41), let θ  and ψ  have the forms:
                                                                   *
                                                                        *
                                                        *
                                                    *
                                                  θ = Θ e  λt  and  ψ = Ψ e  λt               (14.6.46)
                                                                   *
                       Then, Eqs. (14.6.40) and (14.6.41) become:
                                                        t λ
                                                                t λ
                                                                        t λ
                                                 a λ Θ * e + a λΨ  * e + a Θ * e =  0         (14.6.47)
                                                   2
                                                  1        2        3
                       and
                                                                t λ
                                                        t λ
                                                                        t λ
                                                 b λ Ψ * e + b λΘ * e + b Ψ * e =  0          (14.6.48)
                                                   2
                                                  1        2        3
                       or
                                                    ( a λ + )Θ  *  + a λΨ *  =  0             (14.6.49)
                                                       2
                                                          a
                                                           3
                                                                 2
                                                      1
                       and
                                                    b λΘ + ( b λ + )  *
                                                                 b Ψ =
                                                              2
                                                        *
                                                     2       1    3    0                      (14.6.50)
                        Equations (14.6.49) and (14.6.50) are simultaneous, homogeneous, linear, algebraic equa-
                       tions similar to those we obtained in the eigenvalue inertia problem (see Section 7.7, Eqs.
                       (7.7.10) and (7.7.11)). There is a nonzero solution to these equations only if the determinant
                       of the coefficients is zero. That is,
                                                 ( a λ + )( b λ + ) − a b λ =  0              (14.6.51)
                                                            2
                                                    2
                                                                       2
                                                               b
                                                       a
                                                                    2 2
                                                                3
                                                        3
                                                           1
                                                   1
                       or
                                              a b λ + ( ab + b a − ab λ )  2  +  ab =
                                                  4
                                               11      31   3 1  2 2     33   0               (14.6.52)
                       or
                                                       Aλ + Bλ + C =  0                       (14.6.53)
                                                          4
                                                              2
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