Page 135 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 135

122                                        Transient Vibration   Chap. 4

                             [3]  J a c o b s e n ,  L.  S.  a n d   A y r e ,  R.  S.  Engineering  Vibrations.  New  York:  McGraw-Hill,
                                1958.
                             [4]  N e e s o n ,  F.  C.  Shock &  Vibration Isolation: Breaking the Academic Paradigm,  Proceed­
                                ings of the 61st Shock &  Vibration  Symposium, Vol.  1,  October  1990.
                              [5]  S a c z a e s k i ,  K.  J.  Vibration Analysis Methods Applied to Forensic Engineering Problems,
                                ASME Conference Proceedings on Structural Vibrations and Acoustics,  Design Engineer­
                                ing Division,  Vol.  34,  pp.  197-206.



                                                         P R OB L E MS


                             4-1  Show  that  the  time  t^  corresponding to  the peak  response  for the  impulsively excited
                                 spring-mass system  is given by the  equation
                                                     tan Vi      =  Vi  - C a
                             4-2  Determine  the  peak displacement  for the  impulsively excited  spring-mass system,  and
                                 show  that  it can  be  expressed  in the  form
                                                  4km
                                               ^ peak                   - ,
                                                       =  exp  -    -tan
                                 Plot  this  result  as  a  function  of  C
                             4-3  Show that the  time  t^  corresponding to the  peak response of the  damped spring-mass
                                 system  excited by a  step force  F,)  is   =  tt/   \  -    .
                             4-4  For the  system of Prob.  4-3,  show that the peak response  is  equal  to
                                                       I   =  1  -r  exp I ------p
                                                       /  max        \/l
                             4-5  For  the  rectangular pulse of time  duration  t^,  derive  the  response  equation for  t  >  t^
                                 using the free-vibration equation with initial conditions  xit^) and   Compare with
                                 Eq.  (4.4-3b).
                             4-6  If  an  arbitrary  force  f(t)  is  applied  to  an  undamped  oscillator  that  has  initial
                                 conditions other than  zero,  show that  the  solution  must be of the  form
                                         x(t)  = X() cos co^t  H--- - sin oj
                                                       -
                             4-7  Show  that  the  response  to  a  unit  step  function,  designated  by  g(t),  is  related  to  the
                                 impulsive  response  h(t) by the  equation  h(t) = g(t).
                             4-8  Show  that  the  convolution  integral can  also be written  in  terms of  g(t) as

                                                  x(o  = /(o)g(o  + j ' f ( O g ( t - n d ^
                                                                -'n
                                 where  git) is  the  response  to a  unit  step function.
                             4-9  In  Sec.  4.3,  the  subsidiary  equation  for  the  viscously  damped  spring-mass  system was
                                 given by  Eq.  4.3-(a).  Evaluate  the  second  term  due  to  initial  conditions by the  inverse
                                 transforms.
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