Iterative method for estimating collapse loads of steel cable-stayed bridges
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choi, Dong Ho | - |
dc.contributor.author | Na, Ho-Sung | - |
dc.contributor.author | Yoo, Hoon | - |
dc.date.accessioned | 2022-12-20T19:31:50Z | - |
dc.date.available | 2022-12-20T19:31:50Z | - |
dc.date.created | 2022-09-16 | - |
dc.date.issued | 2009-12 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/175682 | - |
dc.description.abstract | This paper proposes a new and simple method for estimating the collapse load of a steel cable-stayed 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, 900-m and 1200-m 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.title | Iterative method for estimating collapse loads of steel cable-stayed bridges | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Dong Ho | - |
dc.identifier.scopusid | 2-s2.0-84867883627 | - |
dc.identifier.bibliographicCitation | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, pp.925 - 932 | - |
dc.relation.isPartOf | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics | - |
dc.citation.title | ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics | - |
dc.citation.startPage | 925 | - |
dc.citation.endPage | 932 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Beam-columns | - |
dc.subject.keywordPlus | Collapse loads | - |
dc.subject.keywordPlus | Inelastic buckling | - |
dc.subject.keywordPlus | Structural stabilities | - |
dc.subject.keywordPlus | Tangent stiffness | - |
dc.subject.keywordPlus | Box girder bridges | - |
dc.subject.keywordPlus | Buckling | - |
dc.subject.keywordPlus | Cable stayed bridges | - |
dc.subject.keywordPlus | Dynamics | - |
dc.subject.keywordPlus | Eigenvalues and eigenfunctions | - |
dc.subject.keywordPlus | Iterative methods | - |
dc.subject.keywordPlus | Stability | - |
dc.subject.keywordPlus | Steel structures | - |
dc.subject.keywordPlus | Cables | - |
dc.subject.keywordAuthor | Beam-column interaction | - |
dc.subject.keywordAuthor | Buckling | - |
dc.subject.keywordAuthor | Cable-stayed bridge | - |
dc.subject.keywordAuthor | Collapse loads | - |
dc.subject.keywordAuthor | Inelastic buckling analysis | - |
dc.subject.keywordAuthor | Structural stability | - |
dc.subject.keywordAuthor | Tangent stiffness | - |
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