대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제37권7호
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  • Pages.183-194
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  • 2021
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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전통목구조의 골조유형에 따른 수평내력 비교 고찰

Comparative Review on the Horizontal Strength of Traditional Timber Structures According to Frame Types

  • 이민위 (명지대학교 대학원 건축학과) ;
  • 김영민 (명지대학교 건축학부)
  • 투고 : 2021.05.24
  • 심사 : 2021.06.30
  • 발행 : 2021.07.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, structural performance of the traditional timber structure is investigated according to the frame types. As a result of reviewing six previous studies, frame type is divided into 1) Frame joinery method, 2) Column type and 3) Additional members. As a result of comparing the lateral strength at the limit of damage to the frame(1/120rad), the Mindori type frame was 3.2 times more substantial, and the Choikgong frame is 1.8 times stronger than the Jangyeo type frame. Based on the common frame, the tall frame is 2.2 times stronger. And, Pyeongbang added frame is 3.5 times larger and infilled wall added frame is 7.8 times larger than the basic frame consisted with Changbang and columns. There are 4 types of frame loading test specimens in the previous studies, a) single frame, b) multiple frame, c) two frame single frame, and d) partial frame. In addition, vertical load, joinery condition, and buried length per bay are confirmed as experimental variables that correlate with the lateral resistance performance of the frame.

키워드

과제정보

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

참고문헌

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