Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Experiment of Lateral Load Resistance of Dori-Directional Frame in Traditional Wood Structure System

전통목구조 시스템의 도리방향 골조의 횡저항 성능에 대한 실험

  • 이영욱 (군산대학교 건축공학과) ;
  • 홍성걸 (서울대학교 건축공학과) ;
  • 김남희 (서울대학교 교량설계핵심기술연구단) ;
  • 정성진 (한남대학교 건축공학과) ;
  • 황종국 (한국전통문화학교 전통건축학과) ;
  • 배병선 (국립문화재연구소 건조물연구실)
  • Published : 2007.04.12
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Abstract

The capacity of a lateral load resistance of a joint with Jangbu-connection of Dori-directional frame in traditional wood structure system was studied, through experiments of 1/2 scaled and T-shaped 7 subassemblies of joint of Dori-directional frame for Deawoongjeon of Bongjungsa. From the experiment, it was shown that the capacity of a lateral load resistance was influenced by the vertical load confining joint and not influenced by the number of Chok and the depth of Changbang, And lateral load resistance mechanism is developed by the restraint between the vertical load and the contacting edge of column; if structure is pushed to the left, the top-right end of Pyeongju contacts with Changbang and left Changbang loses the contacts with Pyeongju and therefore only right Changbang can resist to lateral load.

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