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불균형 휨모멘트를 받는 플랫 플레이트-기둥 외부접합부의 강도 : Strength of Exterior Flat Plate-Column Connections Subjected to Unbalanced Moment

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dc.contributor.author박홍근-
dc.contributor.author최경규-
dc.date.accessioned2009-08-30T23:22:50Z-
dc.date.available2009-08-30T23:22:50Z-
dc.date.issued2003-06-
dc.identifier.citation한국콘크리트학회 논문집 제15권 제3호, 2003, pp. 470-481en
dc.identifier.issn1229-5515-
dc.identifier.urihttp://www.kci.or.kr-
dc.identifier.urihttps://hdl.handle.net/10371/8079-
dc.description.abstractExterior plate-column connection has an unsymmetrical critical section for eccentric shear of which perimeter is less than that of interior connection, and hence, around the connection, unbalanced moment and eccentric shear are developed by both gravity load and lateral loads. Therefore, exterior connection is susceptible to punching shear failure. Current design provision cannot accurately explain strength of existing experiments, partly due to the complexity in the behavior of exterior plate-column connection, or partly due to the theoretical deficiency of the strength analysis model adopted. 10 the present study, nonlinear finite element analyses were performed for exterior connections belonging to continuous flat plate. For each direction of lateral load, the behavior and strength of exterior plate-column connection were Quite different. Based on the numerical result, strength prediction model for exterior connection was proposed for each direction of lateral load. Compared with existing experiments, the proposed method was verified.en
dc.description.sponsorship본 연구는 지진공학센터(KEERC), 그리고 동부건설의 재정적 지원에 의해 수행되었으며 이에 관계자 여러분께 감사드립니다.en
dc.language.isoko-
dc.publisher한국콘크리트학회 = Korean Concrete Instituteen
dc.subjectflat plateen
dc.subjectexterior connectionen
dc.subjecteccentric shearen
dc.subjectseismic designen
dc.subjectunbalanced momenten
dc.subject플랫 플레이트en
dc.subject외부접합부en
dc.subject편심전단en
dc.subject내진설계en
dc.subject불균형 모멘트en
dc.title불균형 휨모멘트를 받는 플랫 플레이트-기둥 외부접합부의 강도en
dc.title.alternativeStrength of Exterior Flat Plate-Column Connections Subjected to Unbalanced Momenten
dc.typeArticleen
dc.contributor.AlternativeAuthorPark, Hong-gun-
dc.contributor.AlternativeAuthorChoi, Kyoung-kyu-
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