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

Architectural Institute of Korea (대한건축학회)
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Shear Resistance Capacity Length of Traditional Wooden Frame's Wall divided into Small Frame

세부목골조로 구성된 전통목골조 벽체 전단저항능력

  • 황종국 (한국전통문화대학교 전통건축학과) ;
  • 권양희 (한국전통문화대학교 전통건축학과) ;
  • 배동훈 (한국전통문화대학교 문화유산전문대학원)
  • Received : 2018.12.04
  • Accepted : 2019.03.05
  • Published : 2019.03.30
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Abstract

The purpose of this study was to estimate the resistance capacity of a traditional wooden house with shear walls made of wood panel. In order to achieve the purpose of the study, the load - displacement test was carried out and the resistance moment values of the shear walls were proposed. The shear walls were made by placing studs with a nominal dimension of $38mm{\times}89mm$ at intervals of 600 mm, and attaching 12 mm thick plywood with 8-d size pegs at intervals of 150 mm. The type of traditional building wall was classified and showed the moment resistance ability of each wall type. This value is expressed as a proportional value divided by the moment resisting capacity of the standard size shear walls not divided into the divided small frames. Although some frames have proportional values larger than 1.0 even though they have openings, most of them show values smaller than 1.0. Also, even without the openings, it showed a smaller value than 1, such as 0.84 and 0.67.

Keywords

Acknowledgement

Supported by : 한국전통문화대학교

References

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