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Resistance Moment Capacity of Traditional Wooden Frame's Wall using Brick

벽돌 사용 전통목골조 벽체 저항모멘트에 관한 연구

  • 황종국 (한국전통문화대학교 전통건축학과) ;
  • 권양희 (한국전통문화대학교 전통건축학과) ;
  • 한동완 (한국전통문화대학교 문화유산전문대학원)
  • Received : 2019.10.27
  • Accepted : 2020.05.28
  • Published : 2020.06.30

Abstract

The purpose of this study was to suggest a method to determine the resistance moment capacity of a newly constructed Hanok wall made of cement brick and burnt brick. We distinguished traditional building frame types using bricks. The standard wall size was determined for the purpose of judging the size of the divided timber frame of each frame type. The resistive moment of wall for each length and height were calculated based on the 0.5B length stacking. When the bricks were stacked side up and double stacked side up, and burnt bricks were used, the coefficients that can compare the 0.5B length stacking method and the resistance moment capacity were determined. The test was performed by cyclic protocol having maximum displacement ratio of 5.0%.

Keywords

Acknowledgement

본 연구는 국토교통부 도시건축연구사업의 연구비지원(19AUDP-B128638-03)에 의해 수행되었습니다.

References

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