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Ritz method for dynamic analysis of large discrete linear systems with non-proportional damping
- Source :
- Earthquake Engineering & Structural Dynamics. 19:877-889
- Publication Year :
- 1990
- Publisher :
- Wiley, 1990.
-
Abstract
- Real and complex Ritz vector bases for dynamic analysis of large linear systems with non-proportional damping are presented and compared. Both vector bases are generated utilizing load dependent vector algorithms that employ recurrence equations analogous to the Lanczos algorithm. The choice of static response to fixed spatial loading distribution, as a starting vector in recurrence equations, is motivated by the static correction concept. Different phases of dynamic response analysis are compared with respect to computational efficiency and accuracy. It is concluded that the real vector basis approach is approximately eight times more efficient than the complex vector basis approach. The complex vector basis has some advantages with respect to accuracy, if the excitation is of piecewise linear form, since the exact solution can be utilized. In addition, it is demonstrated that both Ritz vector bases, real and complex, possess superior accuracy over the adequate eigenvector bases.
- Subjects :
- Piecewise linear function
Distribution (mathematics)
Basis (linear algebra)
Response analysis
Linear system
Earth and Planetary Sciences (miscellaneous)
Calculus
Lanczos algorithm
Applied mathematics
Geotechnical Engineering and Engineering Geology
Eigenvalues and eigenvectors
Ritz method
Mathematics
Subjects
Details
- ISSN :
- 10969845 and 00988847
- Volume :
- 19
- Database :
- OpenAIRE
- Journal :
- Earthquake Engineering & Structural Dynamics
- Accession number :
- edsair.doi...........39880ae9e2020c7ecd94a2592654d586
- Full Text :
- https://doi.org/10.1002/eqe.4290190608