Approximate method for estimation of collapse loads of steel cable-stayed bridges
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Yoo, Hoon | - |
dc.contributor.author | Na, Ho-Sung | - |
dc.contributor.author | Choi, Dong-Ho | - |
dc.date.accessioned | 2022-07-16T15:30:55Z | - |
dc.date.available | 2022-07-16T15:30:55Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2012-05 | - |
dc.identifier.issn | 0143-974X | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/165684 | - |
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 two example bridges representing medium and long-span models are evaluated by the proposed method and compared to 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 | ELSEVIER SCI LTD | - |
dc.title | Approximate method for estimation of collapse loads of steel cable-stayed bridges | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Dong-Ho | - |
dc.identifier.doi | 10.1016/j.jcsr.2011.12.003 | - |
dc.identifier.scopusid | 2-s2.0-84858439398 | - |
dc.identifier.wosid | 000302422100014 | - |
dc.identifier.bibliographicCitation | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, v.72, pp.143 - 154 | - |
dc.relation.isPartOf | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | - |
dc.citation.title | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | - |
dc.citation.volume | 72 | - |
dc.citation.startPage | 143 | - |
dc.citation.endPage | 154 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | NONLINEAR-ANALYSIS | - |
dc.subject.keywordPlus | STABILITY ANALYSIS | - |
dc.subject.keywordPlus | STATIC ANALYSIS | - |
dc.subject.keywordPlus | FRAMES | - |
dc.subject.keywordAuthor | Cable-stayed bridge | - |
dc.subject.keywordAuthor | Structural stability | - |
dc.subject.keywordAuthor | Collapse loads | - |
dc.subject.keywordAuthor | Buckling | - |
dc.subject.keywordAuthor | Inelastic buckling analysis | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0143974X11003130?via%3Dihub | - |
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