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불균등 휨모멘트를 받는 플랫 플레이트-기둥 접합부의 강도산정모델
Strength of Interioi Flat Plate-Column Connections Subjected to Unbalanced Moment

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dc.contributor.author박홍근-
dc.contributor.author최경규-
dc.date.accessioned2009-08-30T23:44:52Z-
dc.date.available2009-08-30T23:44:52Z-
dc.date.issued2002-12-
dc.identifier.citation한국콘크리트학회 논문집 제14권 제6호, 2002, pp. 961-972en
dc.identifier.issn1229-5515-
dc.identifier.urihttp://www.kci.or.kr-
dc.identifier.urihttps://hdl.handle.net/10371/8090-
dc.description.abstractFlat plate structures under lateral load are susceptible to the brittle shear failure of plate-column connection. To prevent such brittle failure, strength and ductility of the connection should be ensured. However, according to previous studies, current design methods do not accurately estimate the strength of plate-column connection. In the present study, parametric study using nonlinear finite element analysis was performed for interior connections. Based on the numerical results, a design method for the connection was developed. At the critical sections around the connection coexist flexural moment and shear developed by lateral and gravity loads, and maximum allowable eccentric shear stresses were proposed based on the interactions between the flexural moment and shear. The proposed method can precisely predict the strength of the connection, compared with the current design provisions. The predictability of the proposed method was verified by the comparisons with existing experiments and nonlinear numerical analyses.en
dc.description.sponsorship본 연구는 2001년도 두뇌한국 21사업, 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.subjectconnectionen
dc.subjecteccentric shearen
dc.subjectseismic designen
dc.subjectunbalanced momenten
dc.subject플랫 플레이트en
dc.subject접합부en
dc.subject편심전단en
dc.subject내진설계en
dc.subject불균등 모멘트en
dc.title불균등 휨모멘트를 받는 플랫 플레이트-기둥 접합부의 강도산정모델en
dc.title.alternativeStrength of Interioi Flat Plate-Column Connections Subjected to Unbalanced Momenten
dc.typeArticleen
dc.contributor.AlternativeAuthorPark, Hong-gun-
dc.contributor.AlternativeAuthorChoi, Kyoung-kyu-
Appears in Collections:
College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
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