A computationally efficient algorithm for the solution of eigenproblems for large structures with non-proportional damping using Lanczos method

Earthquake Engineering and Structural Dynamics

Volumn 28, Issue 2, 1999, Pages 157-172

  Kim, Man Cheol ^a   Lee, In Won ^a  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Eigenanalysis; Krylov sequence; Lanczos recursion; Non proportional damping system

Indexed keywords

DAMPING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; EIGENVALUES AND EIGENFUNCTIONS; PROBLEM SOLVING; VIBRATIONS (MECHANICAL);

KRYLOV SEQUENCE; LANCZOS METHOD; NON-PROPORTIONAL DAMPING;

STRUCTURAL ANALYSIS;

ACTIVE CONTROL; ALGORITHM; DAMPING; EIGENVALUE; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0033081219     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199902)28:2<157::AID-EQE809>3.0.CO;2-2     Document Type: Article

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