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FEMA P695를 이용한 국내 저층 철골 중간모멘트골조의 반응수정계수 제안

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dc.contributor.author한아름-
dc.contributor.author김태완-
dc.contributor.author유은종-
dc.date.accessioned2022-07-16T06:21:30Z-
dc.date.available2022-07-16T06:21:30Z-
dc.date.created2021-05-13-
dc.date.issued2014-01-
dc.identifier.issn1226-525X-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/160852-
dc.description.abstractIn 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.-
dc.language한국어-
dc.language.isoko-
dc.publisher한국지진공학회-
dc.titleFEMA P695를 이용한 국내 저층 철골 중간모멘트골조의 반응수정계수 제안-
dc.title.alternativeProposition of Response Modification Factor of Low-rise Steel Intermediate Moment Frame in Korea using FEMA P695-
dc.typeArticle-
dc.contributor.affiliatedAuthor유은종-
dc.identifier.doi10.5000/EESK.2014.18.1.037-
dc.identifier.bibliographicCitation한국지진공학회논문집, v.18, no.1, pp.37 - 43-
dc.relation.isPartOf한국지진공학회논문집-
dc.citation.title한국지진공학회논문집-
dc.citation.volume18-
dc.citation.number1-
dc.citation.startPage37-
dc.citation.endPage43-
dc.type.rimsART-
dc.identifier.kciidART001835286-
dc.description.journalClass2-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClasskci-
dc.subject.keywordAuthorSteel Intermediate Moment Frame-
dc.subject.keywordAuthorPanel Zone-
dc.subject.keywordAuthorResponse Modification Factor-
dc.subject.keywordAuthorFEMA P695-
dc.subject.keywordAuthorSeismic Performance Evaluation-
dc.identifier.urlhttp://koreascience.or.kr/article/JAKO201403840303076.page-
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