Dynamic analysis of structures using modified Lanczos co-ordinates

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An efficient dynamic analysis method using the modified Lanczos co-ordinates is presented. The proposed method is obtained by applying the modified Lanczos algorithm using Lanczos vectors that satisfy the stiffness-orthonormality condition to the conventional Lanczos co-ordinates method. The modified Lanczos co-ordinates method is more efficient than the conventional method in the case of structures under multi-input loads. The effectiveness of the modified Lanczos co-ordinates method is verified by analysing a numerical example. Copyright (C) 2003 John Wiley Sons, Ltd.
Publisher
John Wiley & Sons Inc.
Issue Date
2003-07
Language
English
Article Type
Article
Citation

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, v.32, no.9, pp.1469 - 1474

ISSN
0098-8847
URI
http://hdl.handle.net/10203/83461
Appears in Collection
CE-Journal Papers(저널논문)
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