Page 144 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 144

Sec. 5.1   The Normal Mode Analysis                            131


                              multi-DOF  system  can  be  described  in  terms  of  the  2-DOF  system  without
                              becoming  burdened  with  the  algebraic  difficulties  of  the  multi-DOF  system.
                              Numerical  results  are  easily  obtained  for  the  2-DOF  system  and  they  provide  a
                              simple  introduction to the behavior of systems of higher DOF.
                                  For systems of higher DOF,  matrix methods are essential,  and  although they
                              are not necessary for the 2-DOF system, we  introduce them here  as a preliminary
                              to the material  in the chapters to follow. They provide  a compact notation  and an
                              organized  procedure  for  their  analysis  and  solution.  For  systems  of  DOF  higher
                              than  2,  computers  are  necessary.  A  few  examples  of  systems  of  higher  DOF  are
                              introduced  near  the  end  of  the  chapter  to  illustrate  some  of  the  computational
                              difficulties.


                       5.1  THE NORMAL MODE ANALYSIS

                              We  now describe  the  basic method  of determining the  normal  modes  of vibration
                              for  any  system  by  means  of  specific  examples.  The  method  is  applicable  to  all
                              multi-DOF systems,  although for systems of higher-DOF, there  are more  efficient
                              methods, which we will  describe  in  later chapters.
                              Example 5.1-1 Translational  System
                                  Figure  5.1-1  shows  an  undamped  2-DOF  system  with  specific  parameters.  With
                                  coordinates  Xj  and  X2  measured  from  the  inertial  reference,  the free-body diagrams
                                  of the  two masses lead  to  the  differential  equations of motion:

                                                       mjCj  =  -/cjCj  -h k(x2 —Xj)
                                                                                          (5.1-1)
                                                      2mx2 =  -k(x2  Xj)  —kx2
                                                                  -

                                       For  the  normal  mode  of oscillation,  each  mass  undergoes  harmonic  motion  of
                                  the  same  frequency,  passing  through  the  equilibrium  position  simultaneously.  For
                                  such  motion, we  can  let
                                                     x^=A^s\ncot   or
                                                                                          (5.1-2)
                                                     X2 = A 2^\n (x)t   or   A2e'"^^
                                  Substituting these  into the  differential  equations, we  have
                                                         {2k -  (o^m)A]  -  kA2 =  0
                                                                                          (5.1-3)

                                                      —kA^  -t-  {2k  —2oj^m)A2 =  0


                                                  k           k   /
                                            m           2 m        /

                                         kX‘^     k{x^-X2)    kX2
                                                         2 m
                                                                     Figure 5.1-1.
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