대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제37권8호
  • /
  • Pages.165-176
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  • 2021
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  • 2733-6239(pISSN)
  • /
  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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한옥의 골조 배치방식에 따른 구조성능 고찰

Review on the Structural Performance of Hanok Focused on Frame Arrangement Method

  • 이민위 (명지대학교 대학원 건축학과) ;
  • 김영민 (명지대학교 건축학부)
  • 투고 : 2021.05.24
  • 심사 : 2021.07.21
  • 발행 : 2021.08.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, structural performance of Hanok's frame according to the frame arrangement is analyzed. As a result of considering six previous studies, frame arrangement can be classified into 1) Frame direction and 2) Frame position. Frame direction is divided into the purlin-direction and the beam-direction, and frame position is divided into the upper part of common column and corner column. As a result of comparing the lateral strength at the damage limit of the frame(1/120rad), beam-direction frame is 1.3 times stronger than the purlin-direction frame. In addition, the common column partial frame is 1.3 times stronger than the corner column partial frame. In previous studies, structural performance analysis methods include the nonlinear hysteresis model, finite element analysis, partial frame spring factor, and capacity estimation equation.

키워드

과제정보

본 연구는 국토교통부 도시건축연구사업(한옥기술개발 3단계)의 연구비지원(21AUDP-B128638-05)에 의해 수행되었습니다.

참고문헌

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