Page 426 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 426

Chap. 12   Problems                                            413












                              12-25  Determine  the  natural  frequencies  and  mode  shapes  of  the  three-story  building  of
                                  Fig.  P12-25  by  using  Holzer’s  method  for all   = m  and  all   = k.









                                                             ^3
                                                                     Figure P12-25.

                              12-26  Repeat  Prob.  12-25  when   = m,   =  2m,   =  3m,  /cj  =  /c,  k2 = k,  and  /C3  =
                                  2k.
                              12-27  Compare  the  equations  of  motion  for  the  linear  spring-mass  system  versus  the
                                  torsional  system  with  the  same  mass  and  stiffness  distribution.  Show  that  they  are
                                  similar.
                              12-28  Determine the natural  frequencies and mode shapes of the spring-mass system of Fig.
                                  P12-28 by the  Holzcr method when  all  masses arc  equal  and all  stiffnesses are  equal.







                              12-29  A fighter-plane wing is reduced to a scries of disks and shafts for Holzcr’s analysis, as
                                  shown  in  Fig.  PI2-29.  Determine  the  hrst  two  natural  frequencies  for symmetric and
                                  antisymmetric  torsional  oscillations  of the  wings,  and  plot  the  torsional  mode  corre­
                                  sponding to each.

                                                  n     J  lb in. •  s“  K  lb  •  in./rad
                                                  1      50            15  X  10^’
                                                  2     138           30
                                                  3     145           22
                                                  4     181           36
                                                  5     260           120
                                                  6     ^  X  140,000
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