Nov 6, 2019

Posted in Data Archive, 논문 / Papers

복합모멘트접합을 갖는 콘크리트 충전 보-기둥 합성접합부의 반복하중 실험 / Cyclic Loading Tests of Concrete-Filled Composite Beam-Column Connections with Hybrid Moment Connections [한국강구조학회/Journal of Korean Society of Steel Construction] (2016.10)

ISSN_복합모멘트접합을 갖는 콘크리트 충전 보-기둥 합성접합부의 반복하중 실험

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  • 저자: 임종진, 김동관, 이상현, 이창남, 엄태성
  • Abstract: In the present study, hybrid moment connections of welding and bar reinforcement for composite beam-column connections were proposed. Concrete-filled octagonal tube and U-section were used for the column and beam, respectively. In the beam-column connection, the top flange and web of the beam U-section were connected to the column plate by welding. However, to reduce stress concentration at the weld joints, the bottom flange of the beam was not welded to the column plate. Instead, to transfer the tension force of the beam flange, reinforcing bars passing through the column plate were used. Four exterior connections with conventional welded and hybrid moment connections were tested under cyclic loading and their cyclic behaviors were investigated. The test results showed that the hybrid moment connections successfully transferred the beam moment to the column. The strength and ductility of the hybrid moment connections were comparable to the conventional welded moment connection with exterior diaphragm; however, the connection performance was significantly affected by the details of the hybrid moment connection.