Page 25 - Mechanical design of microresonators _ modeling and applications
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                                            Design at Resonance of Mechanical Microsystems

                              24   Chapter One
                                                 2
                                               Ȧ < a 11  + a 22  + 썳 + a nn              (1.69)
                                                 1
                              In  other words, the upper  bound on  the first (natural) frequency  of
                              an n-DOF system is the sum of the main diagonal terms; that sum is
                              also known as the trace of the dynamic matrix. Equation (1.69) is the
                              mathematical formulation of Rayleigh’s procedure.

                              Dunkerley’s method and the lower bound on resonant frequencies by the
                              compliance method. The lower bound on the resonant frequencies is
                              determined by applying Dunkerley’s method, which is presented next.
                              The inertia force acting on the undamped dynamic system formed of n
                              masses is

                                                                ..
                                                    {F}= ෹> M {x}                        (1.70)
                              At the same time, the displacement vector can be expressed as
                                                     {x} = C {F}                         (1.71)

                              where [C] is the compliance matrix (the inverse of the stiffness matrix
                              [K]). By combining Eqs. (1.62), (1.63), (1.67), and (1.71), the following
                              equation is obtained:
                                                 (  C M í  I 2) {x}=0                    (1.72)
                                                           Ȧ

                              which is also known as the modal equation formulated by means of the
                              flexibility  or compliance method. The characteristic  equation corre-
                              sponding to Eq. (1.72) is
                                                    (         I 2)
                                                 det C M ෹        =0                     (1.73)
                                                              Ȧ

                              The dynamic matrix according to the compliance approach is defined as

                                                      A = C M                            (1.74)
                              and it can be shown that

                                      1  +  1  + 썳 +  1  = C M + C M + C     M
                                     Ȧ 2   Ȧ 2       Ȧ 2   11  1   22  2   nn  n         (1.75)
                                       1    2         n
                              where the  C ii  are the diagonal  terms of the  symmetric  compliance
                              matrix and the M i  are the terms of the diagonal mass matrix. Equation
                              (1.75) enables us to state that




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