고속열차 주행을 고려한 사장교의 동적해석
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Mu, Di | - |
dc.contributor.author | Gwon, Sun Gil | - |
dc.contributor.author | Ma, Chun Yan | - |
dc.contributor.author | Choi, Dong Ho | - |
dc.date.accessioned | 2022-07-15T20:28:12Z | - |
dc.date.available | 2022-07-15T20:28:12Z | - |
dc.date.created | 2021-05-14 | - |
dc.date.issued | 2015-10 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/156070 | - |
dc.description.abstract | To investigate the dynamic response of cable-stayed bridge under a high-speed train, a planar model of train-bridge system is used. The bridge deck and tower are modeled as frame elements. Four types of cable elements are used to model the stayed-cables. The random track irregularities are generated by power spectrum density functions. The train is modeled as a series of one-foot sprung masses. The interaction equation of motion is solved by Newmark-beta method. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | 대한토목학회 | - |
dc.title | 고속열차 주행을 고려한 사장교의 동적해석 | - |
dc.title.alternative | Dynamic analysis of a cable-stayed bridge under a high-speed train | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Dong Ho | - |
dc.identifier.bibliographicCitation | 2015 대한토목학회 정기학술대회, pp.21 - 22 | - |
dc.relation.isPartOf | 2015 대한토목학회 정기학술대회 | - |
dc.citation.title | 2015 대한토목학회 정기학술대회 | - |
dc.citation.startPage | 21 | - |
dc.citation.endPage | 22 | - |
dc.type.rims | ART | - |
dc.type.docType | Proceeding | - |
dc.description.journalClass | 3 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | other | - |
dc.subject.keywordAuthor | Train-bridge interaction | - |
dc.subject.keywordAuthor | Cable-stayed bridge | - |
dc.subject.keywordAuthor | High-speed train | - |
dc.subject.keywordAuthor | FEM | - |
dc.identifier.url | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE06557892 | - |
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