A solution method that can calculate the eigenproblem for large structures
with multiple or close natural frequencies is presented. The method is form
ulated by the accelerated Newton-Raphson method for the transformed problem
. The method can calculate the natural frequencies and mode shapes without
any of the numerical instability that may be encountered in the inverse ite
ration process with a shift of the well-known methods, such as the subspace
iteration method or the determinant search method, which have been widely
used for solving an eigenproblem. The efficiency of the method is verified
by comparing convergence and solution times for numerical examples with tho
se of the subspace iteration method and the determinant search method.