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Shear performance of green timber wall panels

그린팀버월 패널의 전단성능

  • Kim, Yun-Hui (Dept. of Bio-based Materials engineering, Chungnam National University) ;
  • Shin, Il-Joong (Dept. of Bio-based Materials engineering, Chungnam National University) ;
  • Jang, Sang-Sik (Dept. of Bio-based Materials engineering, Chungnam National University)
  • 김윤희 (충남대학교 환경소재공학과) ;
  • 신일중 (충남대학교 환경소재공학과) ;
  • 장상식 (충남대학교 환경소재공학과)
  • Received : 2011.08.18
  • Accepted : 2011.09.19
  • Published : 2011.09.30

Abstract

Korean building industry was developed by concrete and steel construction. However, concrete and steel have some problems which low carbon storage capability and difficulty of recycling. According to many studies, timber has high carbon storage capability, high recycling capability and sustainable supporting capability. Focus on this factors of timber, make new wall structure as Green Timber Wall panels and check the shear performance to use wall system in housing construction such as light-weight timber construction and nondearing wall on other construction. In the results, B-4-B and B-4-S show similar modulus of shear stiffness on the table. GH-4-GH has slip shape failure mode between Green Timber Wall boards. GH-4-GV has most stable characteristic curve than other specimens.

Keywords

References

  1. Construction & Economy Research Institute of Korea (CERIK). 2010. Investment Structure of Building Materials and Analysis per Unit Production Cost. 10 pp. (in Korean).
  2. Lee JJ, Oh JK. 2000. Study of optimum probability distribution model for allowable stress design of domestic Larix Kaemoferi. Mokcha Konghak Progress. pp. 52-57. (in Korean).
  3. Byeon HS, Lee WH, Park BS, Chong SH. 2008. Study on physical properties of domestic species Ⅱ: Sorption, thermal, electrical and acoustic properties of Pinus Koraiensis and Larix Kaempferi. Mokchae Konghak 36(4): 1-10. (in Korean).
  4. Park BH, Lee JY, Choi K, Jo WH. 2010. A development of interior decoration timber thorough evaluation of the quality with domestic Larix Kaempferi. Journal of the Korean Society of Design Culture 16(4): 249-262. (in Korean).
  5. KS. 2001. Method of shear(racking) resistance test for lightframe wood shear walls. In KS F 2154. (in Korean).
  6. KBC. 2009. Korean Building Code Structural. pp. 694-701. (in Korean).
  7. Donald EB, Kenneth JF, Kelly EC, David GP. 2007. Design of Wood Structures ASD/LRFD. pp. 10.1-10.54. The McGraw-Hill, USA.
  8. Jang SS, Shin IJ, Kim YH. 2010. Shear load performance test in accordance with sheathing materials of shear wall. Journal of Agricultural Science 37(2): 271-276. (in Korean).