In the case of the non-proportionally damped system such as the soil-struct
ure interaction system, the structural control system and composite structu
res, the eigenproblem with the damping matrix should be necessarily perform
ed to obtain the exact dynamic response. However, most of the eigenvalue an
alysis methods such as the subspace iteration method and the Lanczos method
may miss some eigenvalues in the required ones. Therefore, the eigenvalue
analysis method must include a technique to check the missed eigenvalues to
become the practical tools. In the case of the undamped or proportionally
damped system the missed eigenvalues can easily be checked by using the wel
l-known Sturm sequence property, while in the case of the nonproportionally
damped system a checking technique has not been developed yet. In this pap
er, a technique of checking the missed eigenvalues for the eigenproblem wit
h the damping matrix is proposed by applying the argument principle, To ver
ify the effectiveness of the proposed method, two numerical examples are co
nsidered. Copyright (C) 2001 John Wiley & Sons, Ltd.