Page 247 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 247

8







                                       Computational Methods
















                              In  the  previous  chapters,  we  have  discussed  the  basic  procedure  for  finding  the
                              eigenvalues and eigenvectors of a system.  In this basic method,  the  eigenvalues of
                              the system are found from the roots of the polynomial equation obtained from the
                              characteristic determinant. Each of the roots (or eigenvalues) was then substituted,
                              one  at  a  time,  into  the  equations  of  motion  to  determine  the  mode  shape  (or
                              eigenvectors) of the system.
                                  Although  this  method  is  applicable  to  any  N-DOF  system,  for  systems  with
                              DOF greater than 2, the characteristic equation results in an algebraic equation of
                              degree 3 or higher and the digital computer is essential for the numerical work.
                                  As an  alternative  to this procedure,  there  is  an  implicit  method  of transfor­
                              mation  of coordinates  coupled  with  an  iteration  procedure  that  results  in  all  the
                              eigenvalues  and  eigenvectors  simultaneously.  In  this  method,  the  equation  of
                              motion

                                                       [ - AM  +  K ]X  =  0                 (a)

                              must  first  be  converted  to  the  standard  eigenvalue  form  utilized  in  most  of  the
                              computer programs. This standard form is


                                                        [A  -  A/]y  =  0                    (b)

                              where  ^4  is  a  square  symmetric  matrix,  and  Y  is  a  new  displacement  vector
                              transformed  from  X.  Because  these  methods  all  involve  the  iteration  procedure,
                              we precede the transformation method with the computer  application to the basic
                              method  and  the method of matrix iteration.


                              234
   242   243   244   245   246   247   248   249   250   251   252