Abstract
Dynamic condensation scheme, which has been widely applied to reduce the number of degrees of freedem of finite element modeling, is presented in this paper. Most of them, however, are valid for undamped systems. An efficient iterative approach for the dynamic condensation of nonclassically damped systems is proposed. The classical subspace iteration method for undamped models is extended to nonclassically damped models. Then, a governing equation for the dynamic condensation matrix in state space is derived from the extended subspace iteration. Two iterative schemes are proposed to slove the governing equation. Because the dynamic condensation matrix is independent of the system matrices and the eigenpairs (eigenvalues and eigenvectos) of the reduced model, it is unnecessary to compute them in every iteration. This makes the proposed method much more computationally efficient than those approaches proposed in the past. The convergence of the proposed approach is also proven. Two numerical examples, one discrete mass-damper-spring system and one floating raft isolation system, are included to demonstrate the convergence of the proposed method. The results show that the convergence of the proposed method is much faster than the previous approaches, especially when the dynamic characteristics of the reduced model are very close to the full model.
Similar content being viewed by others
References
Bathe, K.J. and Wilson, E.L. (1972). “Large Eigenvalue Problems in Dynamic Analysis.”Journal of Engineering Mechanics Division, Vol. 98, No. EM6, pp. 1471–1485.
Bathe, K.J. (1996).Finite Element Procedure. Prentice-Hall, Upper Saddle River, NJ, pp. 887–978.
Friswell, M.I., Garvey, S.D., and Penny, J.E.T. (1995). “Model reduction using dynamic and iterated IRS techniques.”Journal of Sound and Vibration, Vol. 186, pp. 311–323.
Friswell, M.I., Garvey, S.D., and Penny, J.E.T. (1997). “Using Iterated IRS Model Reduction Techniques to Calculate Eigensolutions.”Proceedings of the 15th International Modal Analysis Conference, Orlando, FL, USA, pp. 1537–1543.
Guyan, R.J. (1965). “Reduction of stiffness and mass matrices”AIAA J, Vol. 3, No. 2, p. 380.
Irons, B. (1965). “Structural eigenvalue problems-elimination of unwanted variables.”AIAA Journal, Vol. 3, pp. 961–962.
Miller, C.A. (1980). “Dynamic Reduction of Structural Models.”Journal of Structural Division, Vol. 106, No. 10, pp. 2097–2108.
O'Callahan, J.C. (1989). “A procedure for an Improved Reduced System (IRS) Model.”Proceedings of the 7th International Modal Analysis Conference, Las Vegas, Neveda, USA, pp. 17–21.
Qu, Z.Q. and Fu, A.F. (1998). “New structural dynamic condensation method for finite element models.”AIAA Journal, Vol. 26, pp. 1320–1324.
Qu, Z.Q. and Selvam, R.P. (2000). “Dynamic Superelement Modeling Method for Compound Dynamic System.”AIAA Journal, Vol. 38, No. 6, pp. 1078–1083.
Rivera M.A., Singh, M.P., and Suarez, L.E. (1999). “Dynamic Condensation Approach for Nonclassically Damped Structures.”AIAA Journal, Vol. 37, No. 5, pp. 564–571.
Suarez, L.E. and Singh, M.P. (1992). “Dynamic condensation method for structural eigenvalue analysis.”AIAA Journal, Vol. 30, pp. 1046–1054.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Jung, YK., Qu, ZQ. & Jung, DS. Dynamic condensation method of nonclassically damped vibration systems. KSCE J Civ Eng 8, 625–633 (2004). https://doi.org/10.1007/BF02823553
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1007/BF02823553