Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 한상환 | - |
dc.date.accessioned | 2018-03-15T05:17:53Z | - |
dc.date.available | 2018-03-15T05:17:53Z | - |
dc.date.issued | 2014-05 | - |
dc.identifier.citation | 한국지진공학회논문집, v.18, no.3, pp.133 - 140 | en_US |
dc.identifier.issn | 1226-525X | - |
dc.identifier.issn | 2234-1099 | - |
dc.identifier.uri | http://koreascience.or.kr/article/ArticleFullRecord.jsp?cn=GJJGB@_2014_v18n3_133 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/47112 | - |
dc.description.abstract | The friction damper can be used for improving the seismic resistance of existing buildings. The damper is often installed in bracingmembers. The energy dissipation capacity of the damping systems depends on the type of the structure, the configuration of the bracingmembers, and the property of dampers. In Korea, there are numerous low- to mid-rise reinforced concrete moment frames that wereconstructed considering only gravity loads. Those frames may be vulnerable for future earthquakes. To resolve the problem, this studydeveloped a toggle bracing system with a high density friction damper. To investigate the improvement of reinforced concrete frames afterretrofit using the developed damped system, experimental tests were conducted on frame specimens with and without the dampedsystem. The results showed that the maximum strength, initial stiffness and energy dissipation capacity of the framed with the dampedsystem were much larger than those of the frame without the damped system. | en_US |
dc.description.sponsorship | 본 논문은 2013년도 정부(교육과학기술부)의 재원으로 한국연구재단연구비 지원(No. 2012-R1A2A2A06045129, No. 2005-0049406)으로수행된 것으로 이에 감사를 드립니다. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국지진공학회 | en_US |
dc.subject | Seismic Retrofit | en_US |
dc.subject | Friction Damper | en_US |
dc.subject | Toggle Brace | en_US |
dc.subject | Energy Dissipation | en_US |
dc.subject | Magnification Factor | en_US |
dc.title | 토글 가새-고집적 마찰댐퍼를 설치한 철근콘크리트모멘트 골조의 성능 평가 | en_US |
dc.title.alternative | Seismic Behavior of Reinforced Concrete Moment Frames Retrofitted by Toggle Bracing System with High Density Friction Damper | en_US |
dc.type | Article | en_US |
dc.relation.no | 3 | - |
dc.relation.volume | 18 | - |
dc.identifier.doi | 10.5000/EESK.2014.18.3.133 | - |
dc.relation.page | 133-140 | - |
dc.relation.journal | 한국지진공학회논문집 | - |
dc.contributor.googleauthor | 한상환 | - |
dc.contributor.googleauthor | 김지영 | - |
dc.contributor.googleauthor | 문기훈 | - |
dc.contributor.googleauthor | 이창석 | - |
dc.contributor.googleauthor | 김형준 | - |
dc.contributor.googleauthor | 이강석 | - |
dc.relation.code | 2014001231 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | DEPARTMENT OF ARCHITECTURAL ENGINEERING | - |
dc.identifier.pid | swhan | - |
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