TECHNICAL PAPERS
Mar 1, 2005

Closely Spaced Roots and Defectiveness in Second-Order Systems

Publication: Journal of Engineering Mechanics
Volume 131, Issue 3

Abstract

When two closely spaced eigenvalues merge the associated eigenvectors can either (1) form a subspace where every vector in the span is an eigenvector or (2) coalesce into a single eigenvector. In the second alternative the repeated eigenvalue is associated with a bifurcation point in the eigenvector space and the system is said to be defective. In defective systems a set of coordinates that uncouple the dynamics does not exist and the closest thing possible is the basis of eigenvectors and generalized eigenvectors (sometimes called power vectors) that lead to the Jordan form. Although true defectiveness does not occur in practice, because eigenvalues are never exactly repeated, one anticipates that the features associated with defective conditions will have a bearing on the behavior of systems that are perturbed versions of defective ones. In viscously damped second order systems with symmetric matrices the potential for defectiveness is determined by the structure of the damping. This paper focuses on identification of conditions connecting the damping matrix with defectiveness. A numerical example of a two degree-of-freedom system that varies from being classically damped, to nonclassical, to defective, depending on the position of a dashpot, is used to illustrate the features of the eigensolution as defectiveness is approached.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The work presented in this paper was partly carried out while the writer was on sabbatical at the Politecnico di Torino in Italy. The financial support provided by the Italian Ministry of Universities and Research (MIUR) during this period is gratefully acknowledged. The writer would also like to acknowledge Professor Alessandro DeStefano from the Politecnico di Torino and Professor Gilead Tadmore from the Electrical Engineering Department at Northeastern University for their valuable comments.

References

Caughey, T. K. (1960). “Classical normal modes in damped linear dynamic systems.” J. Appl. Mech., 27, 269–271.
Caughey, T. K., and O’Kelly, M. E. J. (1965). “Classical normal modes in damped linear dynamic systems.” J. Appl. Mech., 32, 583–588.
Friswell, M. I., and Champneys, A. R. (2003). “Defective systems and pseudospectra.” 5th IoP Conf. on Modern Practice in Stress and Vibration Analysis, Glasgow, U.K.
Gantmacher, F. R. (1998). The theory of matrices, AMS Chelsea, Providence, R.I.
Gawronski, W. (1998). Dynamics and control of structures: A model approach, Mechanical Engineering Series, Springer, New York.
Juang, J., and Phan, M. Q. (2001). Identification and control of mechanical systems, Cambridge University Press, Cambridge, U.k.
Lancaster, P. (1966). Lambda-matrices and vibrating systems, Pergamon, New York.
Liang, Z., Tong, M., and Lee, G. C. (1992). “Complex modes in damped linear dynamic systems.” Int. J. Anal. Exp. Modal Anal., 7(1), 1–20.
Pappa, R. S., and Elliot, K. B. (1993). “Consistent mode indicator for the Eigensystem realization algorithm.” J. Guid. Control, 16(5), 832–838.
Prells, U., and Friswell, M. I. (2000). “A relationship between defective systems and unit-rank modifications of classical damping.” J. Vibr. Acoust., 122, 180–182.
Veselic, K. (1988). “On linear vibrational systems with one dimensional damping.” Appl. Anal., 29, 1–18.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 3March 2005
Pages: 276 - 281

History

Received: Nov 14, 2003
Accepted: Aug 13, 2004
Published online: Mar 1, 2005
Published in print: Mar 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Joel P. Conte

Authors

Affiliations

Dionisio Bernal, M.ASCE
Associate Professor, Civil and Environmental Engineering, Northeastern Univ., 427 Snell Engineering Center, Boston, MA, 02115.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share