Solution of Eigenproblems for Non-proportional Damping Systems by Lanczos Method

Lanczos 방법에 의한 비비례 감쇠 시스템의 고유치 해석

  • 김만철 (한국과학기술원 토목공학과) ;
  • 정형조 (한국과학기술원 토목공학과) ;
  • 오주원 (한남대학교 토목공학과) ;
  • 이인원 (한국과학기술원 토목공학과)
  • Published : 1998.04.01

Abstract

A solution method is presented to solve the eigenproblem arising in tile dynamic analysis of non-proportional damping systems with symmetric matrices. The method is based on tile use of Lanczos method to generate a Krylov subspace of trial vectors, witch is then used to reduce a large eigenvalue problem to a much smaller one. The method retains the η order quadratic eigenproblem, without the need to the method of matrix augmentation traditionally used to cast the problem as a linear eigenproblem of order 2n. In the process, the method preserves tile sparseness and symmetry of the system matrices and does not invoke complex arithmetics, therefore, making it very economical for use in solving large problems. Numerical results are presented to demonstrate the efficiency and accuracy of the method.

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