고속철도 사장교의 동적해석
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 최동호 | - |
dc.contributor.author | 권순길 | - |
dc.contributor.author | Mu, Di | - |
dc.date.accessioned | 2022-07-15T20:08:38Z | - |
dc.date.available | 2022-07-15T20:08:38Z | - |
dc.date.created | 2021-05-14 | - |
dc.date.issued | 2015-11 | - |
dc.identifier.issn | 2383-7721 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/155818 | - |
dc.description.abstract | A planar FE model is used to investigate the dynamic response of cable-stayed bridge under a high-speed train. The train is modeled as a series of one-foot sprung masses. The random track irregularities are generated by power spectrum density functions. The bridge deck and tower are modeled as frame elements. Three types of cable elements are used to model the stayed-cables. The interaction EOM is solved by Newmark-beta method. | - |
dc.language | 한국어 | - |
dc.language.iso | ko | - |
dc.publisher | 한국교량및구조공학회 | - |
dc.title | 고속철도 사장교의 동적해석 | - |
dc.title.alternative | Dynamic Analysis of a High-Speed Train and Cable-Stayed Bridge Interaction System | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | 최동호 | - |
dc.identifier.bibliographicCitation | 한국교량및구조공학회 2015년도 기술컨퍼런스 발표논문집, v.1, pp.43 - 44 | - |
dc.relation.isPartOf | 한국교량및구조공학회 2015년도 기술컨퍼런스 발표논문집 | - |
dc.citation.title | 한국교량및구조공학회 2015년도 기술컨퍼런스 발표논문집 | - |
dc.citation.volume | 1 | - |
dc.citation.startPage | 43 | - |
dc.citation.endPage | 44 | - |
dc.type.rims | ART | - |
dc.type.docType | Proceeding | - |
dc.description.journalClass | 2 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | other | - |
dc.subject.keywordAuthor | FEM | - |
dc.subject.keywordAuthor | Train bridge interaction | - |
dc.subject.keywordAuthor | Cable stayed bridge | - |
dc.subject.keywordAuthor | High speed train | - |
dc.subject.keywordAuthor | Random track irregularities | - |
dc.identifier.url | https://repository.hanyang.ac.kr/handle/20.500.11754/28861 | - |
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