대한건축학회논문집:구조계 (Journal of the Architectural Institute of Korea Structure & Construction)

  • 제31권5호
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  • Pages.13-24
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  • 2015
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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짜맞춤 접합부의 구조성능 연구에 대한 고찰

Review of Lateral Resisting and Moment Carrying Capacity Studies for Wood to Wood Connections

  • 투고 : 2014.12.23
  • 심사 : 2015.05.08
  • 발행 : 2015.05.30
⟨ 이전 논문 다음 논문 ⟩

초록

The goal of this study is to review on the previous studies of mechanical behaviors of traditional wood to wood connections. The load carrying capacity of various types of wood to wood connections was investigated. The highest load carrying capacity of 26.67kN was found from goose neck connection, whereas the lowest load carrying capacity of 0.82kN was found from end lap connection. Comparing the moment carrying capacity of dovetail and sagae joints, the sagae joint showed a higher moment value. However, the direct comparison from the different wood to wood connections was limited due to the different size, species, geometry of tenon and mortise, and different testing methodologies. To apply the wood to wood connection to the modern buildings, optimized geometries of tenon and mortise for the wood to wood connection should be established to obtain the highest structural performance. Also, standardized testing methodologies should be used to accumulate the structural design data.

키워드

과제정보

연구 과제 주관 기관 : 산림청

참고문헌

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