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Estimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges

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dc.contributor.authorChoi, Dong Ho-
dc.contributor.authorGwon, Sun-gil-
dc.contributor.authorYoo, Hoon-
dc.date.accessioned2022-07-16T08:24:35Z-
dc.date.available2022-07-16T08:24:35Z-
dc.date.created2021-05-13-
dc.date.issued2013-09-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/161996-
dc.description.abstractIn this paper, a simple method for estimating the buckling collapse loads for steel cable-stayed bridges is proposed. An improved convergence criterion for iterative eigenvalue computations is suggested to consider the beam-column effect for girder and tower members of a cable-stayed bridge system. Then, the two example bridges representing medium and long-span models are analyzed in order to show the validity and applicability of the proposed method.-
dc.language영어-
dc.language.isoen-
dc.publisherInternational Association for Bridge and Structural Engineering (IABSE)-
dc.titleEstimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges-
dc.typeArticle-
dc.contributor.affiliatedAuthorChoi, Dong Ho-
dc.identifier.doi10.2749/222137813808627253-
dc.identifier.scopusid2-s2.0-84929340785-
dc.identifier.bibliographicCitationLong Span Bridges and Roofs - Development, Design and Implementation, pp.1 - 4-
dc.relation.isPartOfLong Span Bridges and Roofs - Development, Design and Implementation-
dc.citation.titleLong Span Bridges and Roofs - Development, Design and Implementation-
dc.citation.startPage1-
dc.citation.endPage4-
dc.type.rimsART-
dc.type.docTypeConference Paper-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscopus-
dc.subject.keywordPlusBridges-
dc.subject.keywordPlusBuckling-
dc.subject.keywordPlusCables-
dc.subject.keywordPlusEigenvalues and eigenfunctions-
dc.subject.keywordPlusIterative methods-
dc.subject.keywordPlusBeam column effect-
dc.subject.keywordPlusCollapse loads-
dc.subject.keywordPlusEigenvalue computation-
dc.subject.keywordPlusImproved convergence-
dc.subject.keywordPlusInelastic buckling-
dc.subject.keywordPlusInelastic buckling analysis-
dc.subject.keywordPlusSIMPLE method-
dc.subject.keywordPlusSteel cable-stayed bridges-
dc.subject.keywordPlusCable stayed bridges-
dc.subject.keywordAuthorBuckling-
dc.subject.keywordAuthorCable-stayed bridge-
dc.subject.keywordAuthorCollapse loads-
dc.subject.keywordAuthorInelastic buckling analysis-
dc.identifier.urlhttps://structurae.net/en/literature/conference-paper/estimation-of-inelastic-buckling-collapse-loads-for-steel-cable-stayed-bridges-
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