DC Field | Value | Language |
---|---|---|
dc.contributor.author | 박동욱 | - |
dc.contributor.author | 윤정방 | - |
dc.contributor.author | 이인원 | - |
dc.contributor.author | 강용우 | - |
dc.contributor.author | 손만길 | - |
dc.date.accessioned | 2013-03-16T22:24:00Z | - |
dc.date.available | 2013-03-16T22:24:00Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2001-01-01 | - |
dc.identifier.citation | 한국지진공학회 추계학술발표대회, v., no., pp.320 - 328 | - |
dc.identifier.uri | http://hdl.handle.net/10203/136556 | - |
dc.description.abstract | Base Isolation system is an effective design strategy that provides a practical substitute for the seismic design of bridge. In this study, the dynamic tests were performed on two kinds of aseismic bridge bearings : Hydampot (hysteretic damping bearing) and Dynapot . Then, the dynamic analysis was carried out far a bridge using the experimental results to estimate the seismic performance of the bearings. Analysis was performed for four types oi earthquake loadings. The results of the dynamic test and theoretical analysis indicate that the performance of both bridge bearings is appropriate fur the earthquake loading. | - |
dc.language | KOR | - |
dc.publisher | 한국지진공학회 | - |
dc.title | 교량용 내진 받침의 동특성 실험결과를 이용한 교량의 해석 | - |
dc.title.alternative | Dynamic Analysis far Bridge Using the Experimental Results of Hysteretic Damping Bearing and Dynapot | - |
dc.type | Conference | - |
dc.type.rims | CONF | - |
dc.citation.beginningpage | 320 | - |
dc.citation.endingpage | 328 | - |
dc.citation.publicationname | 한국지진공학회 추계학술발표대회 | - |
dc.identifier.conferencecountry | South Korea | - |
dc.identifier.conferencecountry | South Korea | - |
dc.contributor.localauthor | 윤정방 | - |
dc.contributor.nonIdAuthor | 박동욱 | - |
dc.contributor.nonIdAuthor | 이인원 | - |
dc.contributor.nonIdAuthor | 강용우 | - |
dc.contributor.nonIdAuthor | 손만길 | - |
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