DC Field | Value | Language |
---|---|---|
dc.contributor.author | 정형조 | - |
dc.contributor.author | 문영종 | - |
dc.contributor.author | 고만기 | - |
dc.contributor.author | 이인원 | - |
dc.date.accessioned | 2013-03-17T00:59:36Z | - |
dc.date.available | 2013-03-17T00:59:36Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2002-04 | - |
dc.identifier.citation | 2002년도 봄 한국전산구조공학회 학술발표회, v., no., pp.149 - 156 | - |
dc.identifier.uri | http://hdl.handle.net/10203/138087 | - |
dc.description.abstract | This paper examines the ASCE first generation benchmark problem for a seismically excited cable-stayed bridge, and proposes a new semi-active control strategy focusing on inclusion of effects of control- structure interaction. In this study, magnetorheological (MR) fluid dampers, which belong to the class of controllable fluid dampers, are proposed as the supplemental damping devices, and a clipped-optimal control algorithm, shown to perform well in previous studies involving MR fluid dampers, is employed. The dynamic model for MR fluid dampers is considered as a modified Bouc-Wen model, which is obtained from data based on experimental results for large-scale dampers. Numerical results show that the performance of the proposed semi-active control strategy using MR fluid dampers is quite effective. | - |
dc.language | KOR | - |
dc.title | MR 유체 감쇠기를 이용한 사장교의 지진응답 제어기법 | - |
dc.title.alternative | Control Strategy for Seismic Responses of Cable-Stayed Bridges Using MR Fluid Dampers | - |
dc.type | Conference | - |
dc.type.rims | CONF | - |
dc.citation.beginningpage | 149 | - |
dc.citation.endingpage | 156 | - |
dc.citation.publicationname | 2002년도 봄 한국전산구조공학회 학술발표회 | - |
dc.identifier.conferencecountry | South Korea | - |
dc.identifier.conferencecountry | South Korea | - |
dc.contributor.localauthor | 정형조 | - |
dc.contributor.localauthor | 이인원 | - |
dc.contributor.nonIdAuthor | 문영종 | - |
dc.contributor.nonIdAuthor | 고만기 | - |
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