Dynamic analysis of structures using modified Lanczos co-ordinates

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dc.contributor.authorKim BWko
dc.contributor.authorLee, In Wonko
dc.contributor.authorJung, Hyung-Joko
dc.contributor.authorKim WHko
dc.date.accessioned2013-03-04T17:30:13Z-
dc.date.available2013-03-04T17:30:13Z-
dc.date.created2012-02-06-
dc.date.created2012-02-06-
dc.date.issued2003-07-
dc.identifier.citationEARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, v.32, no.9, pp.1469 - 1474-
dc.identifier.issn0098-8847-
dc.identifier.urihttp://hdl.handle.net/10203/83461-
dc.description.abstractAn 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.-
dc.languageEnglish-
dc.publisherJohn Wiley & Sons Inc.-
dc.titleDynamic analysis of structures using modified Lanczos co-ordinates-
dc.typeArticle-
dc.identifier.wosid000184384000009-
dc.identifier.scopusid2-s2.0-0041573304-
dc.type.rimsART-
dc.citation.volume32-
dc.citation.issue9-
dc.citation.beginningpage1469-
dc.citation.endingpage1474-
dc.citation.publicationnameEARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS-
dc.contributor.localauthorJung, Hyung-Jo-
dc.contributor.nonIdAuthorKim BW-
dc.contributor.nonIdAuthorKim WH-
dc.type.journalArticleArticle-
dc.subject.keywordAuthordynamic analysis of structures-
dc.subject.keywordAuthormodified Lanczos co-ordinates method-
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