Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 유은종 | - |
dc.date.accessioned | 2018-03-15T01:11:14Z | - |
dc.date.available | 2018-03-15T01:11:14Z | - |
dc.date.issued | 2014-01 | - |
dc.identifier.citation | EESK J Earthquake Eng 2014,18(1), p.37-43 | en_US |
dc.identifier.issn | 2234-1099 | - |
dc.identifier.issn | 1226-525x | - |
dc.identifier.uri | http://db.koreascholar.com/Article?code=268906 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/46894 | - |
dc.description.abstract | In current seismic design code, steel moment frames are classified into ordinary, intermediate, and special moment frames. In the case of special moment frames which have large R-factor, economic design is possible by reducing the design lateral force. However, there is difficulty for practical application due to constraints such as strong column-weak beam requirement. This study evaluated if steel intermediate moment frame could maintain enough seismic capacity when the R-factor is increased from 4.5 to 6. As for the analytical models, steel moment frames of 3 and 5 stories were categorized into four performance groups according to seismic design category. Seismic performances of the frames were evaluated through the procedure based on FEMA P695. FEMA P695 utilizes nonlinear static analysis(pushover analysis) and nonlinear dynamic analysis(incremental dynamic analysis, IDA). In order to reflect the characteristics of Korean steel moment frames on the analytical model, the beam-column connection was modeled as weak panel zone where the collapse of panel zone was indirectly considered by checking its ultimate rotational angle after an analysis is done. The analysis result showed that the performance criteria required by FEMA P695 was satisfied when R-factor increased in all the soil conditions except SE. | en_US |
dc.description.sponsorship | 2013년도 강원대학교 학술연구조성비로 연구하였음(과제번호- 120131446). 또한 본 논문은 국토교통부 도시 건축 연구개발사업의 연구비 지원(13AUDPB066083-01)에 의해 수행되었음. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국지진공학회, 2014. | en_US |
dc.subject | 공학 | en_US |
dc.subject | 토목공학 | en_US |
dc.subject | Steel Intermediate Moment Frame | en_US |
dc.subject | Panel Zone | en_US |
dc.subject | Response Modification Factor | en_US |
dc.subject | FEMA P695 | en_US |
dc.subject | Seismic Performance Evaluation | en_US |
dc.title | FEMA P695를 이용한 국내 저층 철골 중간모멘트골조의 반응수정계수 제안 | en_US |
dc.title.alternative | Proposition of Response Modification Factor of Low-rise Steel Intermediate Moment Frame in Korea using FEMA P695 | en_US |
dc.type | Article | en_US |
dc.relation.no | 1 | - |
dc.relation.volume | 18 | - |
dc.identifier.doi | 10.5000/EESK.2014.18.1.037 | - |
dc.relation.page | 37-43 | - |
dc.relation.journal | 한국지진공학회논문집 | - |
dc.contributor.googleauthor | 한아름 | - |
dc.contributor.googleauthor | 김태완 | - |
dc.contributor.googleauthor | 유은종 | - |
dc.contributor.googleauthor | Han, A Rum | - |
dc.contributor.googleauthor | Kim, Taewan | - |
dc.contributor.googleauthor | Yu, Eunjong | - |
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 | eunjongyu | - |
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