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Selecting the load at the intermediate time point of the rho(infinity)-Bathe time integration scheme

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dc.contributor.authorKwon, Sun-Beom-
dc.contributor.authorBathe, Klaus-Jurgen-
dc.contributor.authorNoh, Gunwoo-
dc.date.accessioned2022-02-17T09:40:50Z-
dc.date.available2022-02-17T09:40:50Z-
dc.date.created2022-02-09-
dc.date.issued2021-10-01-
dc.identifier.issn0045-7949-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/136087-
dc.description.abstractThe objective of this paper is to identify the optimal load selection at the intermediate time point of the p(infinity)-Bathe time integration method. We study the truncation errors of the scheme in homogeneous and forced responses for various parameters. The optimal load at the sub-step is determined by minimizing the global truncation errors of forced responses. A numerical impulse analysis shows that the optimal load at the sub-step thus established actually corresponds to numerical impulses at the three- and four-point Newton-Cotes formulas for the second- and third-order accuracy cases, respectively. We illustrate the findings of our theoretical study in example solutions of two-dimensional structural dynamics and wave propagation problems. With the optimally selected load at the sub-step, more accurate solutions can be obtained in some analyses. (C) 2021 Elsevier Ltd. All rights reserved.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD-
dc.subjectIMPROVED NUMERICAL DISSIPATION-
dc.subjectSTRUCTURAL DYNAMICS-
dc.subjectNONLINEAR DYNAMICS-
dc.subjectALGORITHMS-
dc.subjectDISCONTINUITY-
dc.subjectMOMENTUM-
dc.subjectDESIGN-
dc.subjectENERGY-
dc.titleSelecting the load at the intermediate time point of the rho(infinity)-Bathe time integration scheme-
dc.typeArticle-
dc.contributor.affiliatedAuthorNoh, Gunwoo-
dc.identifier.doi10.1016/j.compstruc.2021.106559-
dc.identifier.scopusid2-s2.0-85107614486-
dc.identifier.wosid000669232500002-
dc.identifier.bibliographicCitationCOMPUTERS & STRUCTURES, v.254-
dc.relation.isPartOfCOMPUTERS & STRUCTURES-
dc.citation.titleCOMPUTERS & STRUCTURES-
dc.citation.volume254-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaComputer Science-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryComputer Science, Interdisciplinary Applications-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.subject.keywordPlusALGORITHMS-
dc.subject.keywordPlusDESIGN-
dc.subject.keywordPlusDISCONTINUITY-
dc.subject.keywordPlusENERGY-
dc.subject.keywordPlusIMPROVED NUMERICAL DISSIPATION-
dc.subject.keywordPlusMOMENTUM-
dc.subject.keywordPlusNONLINEAR DYNAMICS-
dc.subject.keywordPlusSTRUCTURAL DYNAMICS-
dc.subject.keywordAuthorBathe methods-
dc.subject.keywordAuthorDirect time integrations-
dc.subject.keywordAuthorExternal loads-
dc.subject.keywordAuthorImplicit schemes-
dc.subject.keywordAuthorStructural dynamics-
dc.subject.keywordAuthorWave propagation-
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