대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제38권7호
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  • Pages.247-254
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  • 2022
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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전통한옥의 평면유형에 따른 비틀림비정형 평가

Evaluation of Torsional Irregularity of Korean Traditional Timber House According to Plan Type

  • 투고 : 2022.05.27
  • 심사 : 2022.07.01
  • 발행 : 2022.07.30
⟨ 이전 논문 다음 논문 ⟩

초록

This paper evaluated a relationship between torsional irregularity and plan layouts of Korean traditional timber houses, Hanok. The plan types of Hanok is categorized as straight-lined, L-shaped, T-shaped, C-shaped, and closed rectangular shape. Plan types of Hanok plays an key role in determining the centers of mass and the center of stiffness. Sixty-four cases of Hanoks categorized as five plan types, that is, 24 cases for line-type, 16 cases for L-type, 7 cases for T-type, 10 cases for C-type, and 7 cases for rectangular-type were evaluated on the torsional irregularity based on plan layouts by using the software developed by the authors. The results showed that the torsional irregularity in one direction (X or Y direction) was dominant in line-type, C-type, and rectangular-type Hanoks. On the other hand, the torsional irregularity in two directions (both X and Y directions) was dominant in L-type and T-type Hanoks. The maximum eccentricity ratio for each plan type is 565% for line-type, 298% for L-type, 362% for T-type, 312% for C-type, and 211% for rectangular-type Hanok, respectively. Regardless of the plan layouts, the eccentricity ratio of most cases is ranged 100~300% in X-direction and 35~200% in Y-direction. The results can be used as the design guide for checking torsional irregularity of Hanok in early seismic design stage of Hanok.

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과제정보

이 논문은 2022년도 명지대학교 일반교원연구비 지원사업에 의하여 연구되었음

참고문헌

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