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2.7   Bode Diagram                                              39


            Fig. 2.20   A simple mass–
            spring–damper system



                                                             C              K




                                                                    M





                                                             F
                                                                            X


                                      d x   dx
                                       2
                                   M     +  C  +  Kx =  F                (2.24)
                                      dt 2   dt
            It should be noted that the displacement is measured from static equilibrium posi-
            tion and, therefore, the weight of mass is ignored.
              Taking Laplace Transform from both sides of Eq. (2.22) and assuming zero ini-
            tial conditions yields
                                    Ms x +  Csx +  Kx =  F               (2.25)
                                       2

            With some algebraic manipulation, Eq. (2.23) can be written in standard form as

                                              F
                                     x =      K                          (2.26)
                                         M  s +  C  s +1
                                            2
                                         K     K
            The natural frequency and damping ratio are given by

                                       ω =    K
                                         n
                                             M                           (2.27)
                                       ζ =   C
                                            2 KM
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