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공학목재의 9층 사무소 건물 적용 가능성 연구

A Study on Potential of Engineered Wood for 9-story Office Buildings

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주제분류토목공학

초록

The need for eco-friendly building materials such as engineered wood has increased to reduce carbon emissions. Although the range and height of engineered wood buildings are gradually increasing in North America and Europe, engineered wood is mainly used for low-rise residential buildings in Korea. In order to reduce carbon emissions more, therefore, it needs to expand the use of engineered wood by applying it to various buildings with different uses or more stories. With this background, the aim of this study is to investigate the applicability of engineered wood for 9-story office buildings. Since a 9-story building with engineered wood only is not allowed in KBC, an example building has RC ordinary shear walls as the lateral force resisting system while engineered wood is only used for gravity load resisting moment frames. Another example building is also used for comparison where both lateral and gravity load resisting systems are designed by RC. The applicability of engineered wood is investigated by comparing the seismic performance and the amount of carbon emission of both buildings. The result shows that the seismic performance of both buildings was not significantly different while the amount of carbon emission of the engineered wood building was much less then the RC building. Based on this result, engineered wood is sufficiently applicable to 9-story office buildings even though it still needs to pay attention to the shear design of reinforce concrete walls.

Abstract

The need for eco-friendly building materials such as engineered wood has increased to reduce carbon emissions. Although the range and height of engineered wood buildings are gradually increasing in North America and Europe, engineered wood is mainly used for low-rise residential buildings in Korea. In order to reduce carbon emissions more, therefore, it needs to expand the use of engineered wood by applying it to various buildings with different uses or more stories. With this background, the aim of this study is to investigate the applicability of engineered wood for 9-story office buildings. Since a 9-story building with engineered wood only is not allowed in KBC, an example building has RC ordinary shear walls as the lateral force resisting system while engineered wood is only used for gravity load resisting moment frames. Another example building is also used for comparison where both lateral and gravity load resisting systems are designed by RC. The applicability of engineered wood is investigated by comparing the seismic performance and the amount of carbon emission of both buildings. The result shows that the seismic performance of both buildings was not significantly different while the amount of carbon emission of the engineered wood building was much less then the RC building. Based on this result, engineered wood is sufficiently applicable to 9-story office buildings even though it still needs to pay attention to the shear design of reinforce concrete walls.

참고문헌 (11)

  1. "Acton Ostry Architects – UBC Grey campus"[URL]
  2. AIK, "KBC 2016. Korean building code-structural", Architectural Institute of Korea, ~ (2016)
  3. CSI, "Perform-3D. Nonlinear analysis and performance assessment for 3D sturctures, user guide version 5", Computers and Structures Inc, ~ (2011)
  4. AIK, "Guidelines for performance-based seismic design of residential buildings", 13~33 (2016)
  5. ASCE, "Seismic evaluation and retrofit of existing buildings (ASCE", SEI 41-13), 2013
  6. 방성준, "Evaluation of Allowable Bending Stress of Dimension Lumber; Confidence Levels and Size-adjustment", 목재공학, 41(5), pp.432~439 (2013), 한국목재공학회[DOI]
  7. Awaludin A, "M-θ Curve of Timber Connection with Various Bolt Arrangements Under Monotonic Loading", Journal of Structural Engineering, 53A, pp.853~862 (2007)
  8. Gattesco N, "Experimental Study on Multiple-bolt Steelto-Timber Tension Joints", Materials and Structures, 37, pp.129~138 (2004)
  9. "PEER Strong Motion Database"[URL]
  10. 박학길, "간벌 소경재를 이용한 집성목재 보의 휨 거동특성에 관한 연구", 대한건축학회논문집 구조계, 19(6), pp.11~17 (2003), 대한건축학회
  11. Ministry of Land, Infrastructure and Transport, "Guideline for calculation of carbon emissions in each facilities", 13~19 (2011)

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