Iterative inelastic buckling method for estimating collapse loads of steel cable-stayed bridges
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choi, D.H. | - |
dc.contributor.author | Na, H.S. | - |
dc.contributor.author | Yoo, H. | - |
dc.contributor.author | Elvin, A. | - |
dc.date.accessioned | 2022-12-20T15:46:19Z | - |
dc.date.available | 2022-12-20T15:46:19Z | - |
dc.date.created | 2022-09-16 | - |
dc.date.issued | 2010-09 | - |
dc.identifier.issn | 0000-0000 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/174119 | - |
dc.description.abstract | This paper proposes a new and simple method for estimating the collapse load of a steel cablestayed bridge. A new convergence criterion for iterative eigenvalue computations is suggested to consider the beam-column effect of a cable-stayed bridge system. The collapse loads of example bridges, which have center spans of 600 m, 900m and 1200m with different girder depths, are evaluated by the proposed method and a nonlinear inelastic analysis. The results demonstrate that the proposed method is a good substitute for a complex nonlinear inelastic analysis to approximately evaluate the collapse loads as well as failure modes of steel cable-stayed bridges. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | CRC Press/Balkema | - |
dc.title | Iterative inelastic buckling method for estimating collapse loads of steel cable-stayed bridges | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, D.H. | - |
dc.identifier.scopusid | 2-s2.0-84985993951 | - |
dc.identifier.bibliographicCitation | Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010, pp.599 - 602 | - |
dc.relation.isPartOf | Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 | - |
dc.citation.title | Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 | - |
dc.citation.startPage | 599 | - |
dc.citation.endPage | 602 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Buckling | - |
dc.subject.keywordPlus | Cables | - |
dc.subject.keywordPlus | Eigenvalues and eigenfunctions | - |
dc.subject.keywordPlus | Iterative methods | - |
dc.subject.keywordPlus | Mechanics | - |
dc.subject.keywordPlus | Structural design | - |
dc.subject.keywordPlus | Beam column effect | - |
dc.subject.keywordPlus | Collapse loads | - |
dc.subject.keywordPlus | Convergence criterion | - |
dc.subject.keywordPlus | Eigenvalue computation | - |
dc.subject.keywordPlus | Inelastic analysis | - |
dc.subject.keywordPlus | Inelastic buckling | - |
dc.subject.keywordPlus | SIMPLE method | - |
dc.subject.keywordPlus | Steel cable-stayed bridges | - |
dc.subject.keywordPlus | Cable stayed bridges | - |
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