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A parametric study on the ultimate behaviors of multi-span suspension bridges
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Choi, Dong-Ho | - |
| dc.contributor.author | Na, Ho-Sung | - |
| dc.contributor.author | Gwon, Sun Gil | - |
| dc.contributor.author | Yoo, Dong Ho | - |
| dc.contributor.author | Moon, Chang | - |
| dc.date.accessioned | 2022-12-20T15:46:34Z | - |
| dc.date.available | 2022-12-20T15:46:34Z | - |
| 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/174122 | - |
| dc.description.abstract | Multi-span suspension bridges show greater vertical deflection of the girders and greater longitudinal displacement of the towers, as compared to typical three-span suspension bridges with the same center span length. These characteristics are affected by the sag ratio of the main cable, live load conditions, the strength of the main cable and the boundary conditions between the tower and girder. Therefore, to demonstrate the structural characteristics of the entire system, we analyzed the ultimate behavior of multi-span suspension bridges by considering these parameters. | - |
| dc.language | 영어 | - |
| dc.language.iso | en | - |
| dc.publisher | International Association for Bridge and Structural Engineering (IABSE) | - |
| dc.title | A parametric study on the ultimate behaviors of multi-span suspension bridges | - |
| dc.type | Article | - |
| dc.contributor.affiliatedAuthor | Choi, Dong-Ho | - |
| dc.identifier.scopusid | 2-s2.0-84929001173 | - |
| dc.identifier.bibliographicCitation | Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, pp.282 - 283 | - |
| dc.relation.isPartOf | Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas | - |
| dc.citation.title | Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas | - |
| dc.citation.startPage | 282 | - |
| dc.citation.endPage | 283 | - |
| dc.type.rims | ART | - |
| dc.type.docType | Conference Paper | - |
| dc.description.journalClass | 1 | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.subject.keywordPlus | Beams and girders | - |
| dc.subject.keywordPlus | Boundary conditions | - |
| dc.subject.keywordPlus | Cables | - |
| dc.subject.keywordPlus | Offshore pipelines | - |
| dc.subject.keywordPlus | Suspension bridges | - |
| dc.subject.keywordPlus | Longitudinal displacements | - |
| dc.subject.keywordPlus | Multi-span suspension bridges | - |
| dc.subject.keywordPlus | Parametric study | - |
| dc.subject.keywordPlus | Sag ratio | - |
| dc.subject.keywordPlus | Structural characteristics | - |
| dc.subject.keywordPlus | Ultimate behavior | - |
| dc.subject.keywordPlus | Ultimate strength | - |
| dc.subject.keywordPlus | Vertical deflections | - |
| dc.subject.keywordPlus | Bridges | - |
| dc.subject.keywordAuthor | Boundary condition | - |
| dc.subject.keywordAuthor | Multi-span suspension bridges | - |
| dc.subject.keywordAuthor | Sag ratio | - |
| dc.subject.keywordAuthor | Ultimate strength | - |
| dc.identifier.url | https://structurae.net/en/literature/conference-paper/parametric-study-on-the-ultimate-behaviors-of-multi-span-suspension-bridges | - |
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Related Researcher
- Choi, Dong Ho
- COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)