연속 교량 구조물의 지진성능 평가를 위한 개선된 모드별 비탄성 정적해석방법의 응용성 연구Applicability of improved modal pushover analysis in seismic performance assessment of multi-span continuous bridges

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dc.contributor.advisor곽효경-
dc.contributor.advisorKwak, Hyo-Gyoung-
dc.contributor.author신동규-
dc.contributor.authorShin, Dong-Kyu-
dc.date.accessioned2011-12-13T02:41:46Z-
dc.date.available2011-12-13T02:41:46Z-
dc.date.issued2006-
dc.identifier.urihttp://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=259988&flag=dissertation-
dc.identifier.urihttp://hdl.handle.net/10203/31155-
dc.description학위논문(석사) - 한국과학기술원 : 건설및환경공학과, 2006.2, [ iv, 67 p. ]-
dc.languagekor-
dc.publisher한국과학기술원-
dc.subjectCapacity Demand Seismic Design-
dc.subjectImproved Modal Pushover Analysis-
dc.subjectBridge Seismic Design-
dc.subject교량구조물의 지진성능 평가-
dc.subject모드별 비탄성 정적해석-
dc.subject역량요구곡선법-
dc.title연속 교량 구조물의 지진성능 평가를 위한 개선된 모드별 비탄성 정적해석방법의 응용성 연구-
dc.title.alternativeApplicability of improved modal pushover analysis in seismic performance assessment of multi-span continuous bridges-
dc.typeThesis(Master)-
dc.identifier.CNRN259988/325007 -
dc.description.department한국과학기술원 : 건설및환경공학과, -
dc.identifier.uid020053290-
dc.contributor.localauthor곽효경-
dc.contributor.localauthorKwak, Hyo-Gyoung-
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CE-Theses_Master(석사논문)
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