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dc.contributor.author최동호-
dc.date.accessioned2017-09-04T05:22:00Z-
dc.date.available2017-09-04T05:22:00Z-
dc.date.issued2015-11-
dc.identifier.citation한국교량및구조공학회 2015년도 기술 컨퍼런스 : vol.1, Page. 43-44en_US
dc.identifier.issn2383-7721-
dc.identifier.urihttp://ceric.net/Document/SearchDetail?mastid=1938997&pyear=2015&publication=%ED%95%9C%EA%B5%AD%EA%B5%90%EB%9F%89%EB%B0%8F%EA%B5%AC%EC%A1%B0%EA%B3%B5%ED%95%99%ED%9A%8C%202015%EB%85%84%EB%8F%84%20%EA%B8%B0%EC%88%A0%20%EC%BB%A8%ED%8D%BC%EB%9F%B0%EC%8A%A4&volno=vol.1&keyword=dynamic%20..-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/28861-
dc.description.abstractA 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.en_US
dc.language.isoko_KRen_US
dc.publisher한국교량및구조공학회en_US
dc.subjectFEMen_US
dc.subjectTrain bridge interactionen_US
dc.subjectCable stayed bridgeen_US
dc.subjectHigh speed trainen_US
dc.subjectRandom track irregularitiesen_US
dc.title고속철도 사장교의 동적해석en_US
dc.title.alternativeDynamic Analysis of a High-Speed Train and Cable-Stayed Bridge Interaction Systemen_US
dc.typeArticleen_US
dc.relation.page43-44-
dc.contributor.googleauthor모 디-
dc.contributor.googleauthor권순길-
dc.contributor.googleauthor최동호-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidsamga-
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COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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