Partial eigensolution of damped structural systems by Arnoldi's method
- 1 January 1993
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 22 (1) , 63-74
- https://doi.org/10.1002/eqe.4290220106
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Model reduction and control of flexible structures using Krylov vectorsJournal of Guidance, Control, and Dynamics, 1991
- Solution of eigenproblems for damped structural systems by the Lanczos algorithmComputers & Structures, 1988
- Structural dynamics analysis using an unsymmetric block Lanczos algorithmInternational Journal for Numerical Methods in Engineering, 1988
- A Look-Ahead Lanczos Algorithm for Unsymmetric MatricesMathematics of Computation, 1985
- A global jacobi method for a symmetric indefinite problem Sx = λTxComputer Methods in Applied Mechanics and Engineering, 1983
- Development of a unified numerical procedure for free vibration analysis of structuresInternational Journal for Numerical Methods in Engineering, 1981
- Variations on Arnoldi's method for computing eigenelements of large unsymmetric matricesLinear Algebra and its Applications, 1980
- The $LZ$-Algorithm to Solve the Generalized Eigenvalue ProblemSIAM Journal on Numerical Analysis, 1974
- An Algorithm for Generalized Matrix Eigenvalue ProblemsSIAM Journal on Numerical Analysis, 1973
- The principle of minimized iterations in the solution of the matrix eigenvalue problemQuarterly of Applied Mathematics, 1951