대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제40권7호
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  • Pages.231-238
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  • 2024
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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목재 전단벽으로 보강된 중목구조 골조의 내진성능평가

Seismic Performance Evaluation of Mass Timber Frames Reinforced with Wooden Shear Walls

  • 오근영 (한국건설기술연구원 건축연구본부) ;
  • 박금성 (한국건설기술연구원 건축연구본부) ;
  • 이상섭 (한국건설기술연구원 건축연구본부)
  • Oh, Keunyeong (Dept. of Building Research, Korea Institute of Civil Engineering and Building Construction) ;
  • Park, Keum-Sung (Dept. of Building Research, Korea Institute of Civil Engineering and Building Construction) ;
  • Lee, Sang-Sup (Dept. of Building Research, Korea Institute of Civil Engineering and Building Construction)
  • 투고 : 2024.05.27
  • 심사 : 2024.07.04
  • 발행 : 2024.07.30
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초록

This study evaluated the seismic performance of mass timber frames reinforced with wooden shear walls to establish a structural design method for mid-to-high-rise wood buildings. The timber frames were reinforced with either SIP or CLT shear walls. The experiments showed that the specimen with SIP shear walls failed in the shear walls without failure of the steel connectors. The specimen with CLT shear walls exhibited higher structural performance but had a lower ductility ratio due to the failure of the steel connectors. The results suggest that future studies should focus on securing the stiffness of the steel connectors between the CLT shear walls and the frame.

키워드

과제정보

이 연구는 2024년도 한국임업진흥원 연구비 지원에 의한 결과의 일부임. 과제번호:RS-2024-00400727

참고문헌

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