대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제39권11호
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  • Pages.209-216
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  • 2023
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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경골목조틀 전단벽이 삽입된 중목구조 골조의 수평 거동성능 평가

Evaluation of Horizontal Behavior Performance of Timber Frame with Shear Wall Inserted in Light Wood Frame

  • Gwon, Yong-Hyeon (Dept. of Architectural Engineering, KwangWoon University) ;
  • Yang, Won-Jik (Dept. of Architectural Engineering, KwangWoon University)
  • 투고 : 2023.06.12
  • 심사 : 2023.10.25
  • 발행 : 2023.11.30
⟨ 이전 논문 다음 논문 ⟩

초록

Recently, the construction industry using wood is increasing. Due to the development of various joint connections of column-beam and laminated wood, wooden structures have met the standards for constructing buildings with five or more floors. However, most wooden structures in Korea are two-story or less buildings that are not subject to structural safety confirmation. This is a limitation of domestic wood structure construction technology, which lacks professional manpower and design experience, and indicates the need for research on the design of wood structure buildings. Therefore, in this study, the behavior characteristics of wooden structure buildings against horizontal force are identified through experiments. As a result, it was confirmed that the frame resists the vertical load and the wall resists the horizontal load in the heavy-wood structure building.

키워드

과제정보

이 연구는 2021년도 국립재난안전연구원 연구비 (과제번호 : 2020-MOIS31-012) 및 2023년도 교내 학술연구비연구비 지원에 의해 연구되었음.

참고문헌

  1. Chang, K.K., Seo, D.W., & Ko, T.H. (2011). Seismic Performance Evaluation of Hexagonal Blocks Infilled RC Frames, Journal of The Korea Institute for Structural Maintenance and Inspection, 15(4), 116-124. https://doi.org/10.11112/jksmi.2011.15.4.116
  2. Choi, H. (2007). Cyclic Loading Test of Reinforced Concrete Frame with Unreinforced Concrete Block Infill, Journal of the Architectural Institute of Korea, 23(4), 71-78.
  3. Hwang, J.K., & Kwon, Y.H. (2020). Research for Earthquake Response of New Construction Traditional Wooden Structures using Shear Wall filled by Cement Brick, Journal of the Architectural Institute of Korea, 36(10), 141-150. https://doi.org/10.5659/JAIK.2020.36.10.141
  4. Jang, S.H., & Yang, W.J. (2022). Development of a Steel Hysteretic Damper for Improving Behavior Performance of Wooden Structures, Journal of the Architectural Institute of Korea, 38(9), 255-262.
  5. Kim, H.G., Lee, Y.J., Kim, M.J., An, J.H., & Kim, K.H. (2020). Lateral Load Resistance of Non-seismic Detailed Reinforced Concrete Frames with Lightweight Concrete Blocks, Journal of the Korea Concrete Institute, 32(4), 379-386. https://doi.org/10.4334/JKCI.2020.32.4.379
  6. Lee, J.N. (2022). A study on Conversion Shear Capacity of Timber Shear Wall for Lateral Resistance Structure System in Timber Structure, Journal of the Korean Society for Advanced Composite Structures, 13(3), 8-17. https://doi.org/10.11004/kosacs.2022.13.3.008
  7. Oh, S.C. (2013). Withdrawal and Lateral Resistance of Nail Joints Composed of Dimension Lumber and OSB in Light-Frame Wood Construction, Journal of the Korean Wood Science and Technology, 41(3), 211-220. https://doi.org/10.5658/WOOD.2013.41.3.211
  8. Park, K.S., & Oh, K.W. (2022). A Structural Performance Evaluation of Timber Beam-Column Connections using Steel Connectors, Journal of the Architectural Institute of Korea, 38(3), 223-229.
  9. Seo, S.Y. (2015). Analysis for the Structural Capacity Improvement of a Deteriorated RC Frame Building with Infilled Masonry Wall, Journal of the Architectural Institute of Korea, 17(6), 127-134.