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0593_C13_fm  Page 450  Monday, May 6, 2002  3:21 PM





                       450                                                 Dynamics of Mechanical Systems


                       Equation (13.6.1) then takes the form:

                                                        +
                                                           +
                                                     mx cx kx =  F cos pt                      (13.6.3)
                                                          ˙
                                                       ˙˙
                                                                  0
                        From Eqs. (13.2.27) through (13.2.31), we see that the solution of Eq. (13.6.3) may be
                       written as:
                                                          x =  x +  x                          (13.6.4)
                                                              h   p

                       where x  and x  are:
                              h
                                    p
                                                       −µ
                                                   x =  e [ cos ω t Bsin ω t]                  (13.6.5)
                                                                 +
                                                         t
                                                          A
                                                    h
                       and
                                                   F ) ( [     2             ]
                                                          −
                                                                     +
                                                p
                                              x = ( 0  ∆  k mp ) cos pt cpsin  pt              (13.6.6)
                       where µ, ω, and ∆ are defined by:

                                                                          /
                                                                 k   c 2   12
                                                   D
                                                              D
                                                       2
                                                 µ = cm ,   ω =    −    
                                                                 m  4 m 2                    (13.6.7)
                                                                 2
                                                      ∆  = (kmp 2  ) + c p
                                                            −
                                                        D
                                                                     22
                                            2
                       where we assume that c  < 4km. As before, the constants A and B in Eq. (13.6.5) are to be
                       evaluated by auxiliary (initial) conditions on the system.
                        Observe that the last term of Eq. (13.6.6) can become quite large if the damping coefficient
                       c is small and if the frequency  p of the forcing function is nearly equal to the natural
                       frequency  km   of the undamped system. Note, however, that unlike the undamped
                       system, the presence of damping assures that the amplitude of the oscillation remains
                       finite. Thus, we see that damping (or effects of friction and viscosity) can have a beneficial
                       effect in preventing harmful or unbounded vibration of a mechanical system.
                        The phenomenon of damping in physical systems, however, is generally more complex
                       than our relatively simple model of Eq. (13.5.1). Indeed, damping is generally a nonlinear
                       phenomenon that varies from system to system and is generally not well understood.
                       Theoretical and experimental research on damping is currently a major interest of vibration
                       analysts.






                       13.7 Systems with Several Degrees of Freedom

                       We consider next mechanical systems where more than one body can oscillate. An example
                       of such a system might be a double mass–spring system as in Figure 13.7.1. This system
                       has two degrees of freedom as represented by the displacements x  and x  of the masses.
                                                                                  1     2
                       Accordingly, we expect to obtain two governing differential equations that must be solved
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