Development of Structural Glued Laminated Timber with Domestic Cedar |
Kim, Kwang-Mo
(Division of Wood Engineering, Department of Forest Resources Utilization, Korea Forest Research Institute)
Shim, Sang-Ro (Division of Wood Engineering, Department of Forest Resources Utilization, Korea Forest Research Institute) Shim, Kug-Bo (Division of Wood Engineering, Department of Forest Resources Utilization, Korea Forest Research Institute) Park, Joo-Saeng (Division of Wood Engineering, Department of Forest Resources Utilization, Korea Forest Research Institute) Kim, Wun-Sub (Division of Wood Engineering, Department of Forest Resources Utilization, Korea Forest Research Institute) Kim, Byoung-Nam (Division of Wood Engineering, Department of Forest Resources Utilization, Korea Forest Research Institute) Yeo, Hwanmyeong (Department of Forest Sciences, College of Agriculture & Life Sciences, Seoul National University) |
1 | 국립산림과학원. 2007. 한국의 유용수종 100선. pp. 76∼79 |
2 | 이전제, 김광모, 한재수, 김재건. 2003. 집성재 단면구성에 따른 휨성능 평가. 목재공학. 31(5): 65∼71 |
3 | American Society for Testing and Material. 2003. Standard Practice for Evaluating Allowable Properties or Grades of Structural Lumber. ASTMD 2915. pp. 401∼413 |
4 | American Society for Testing and Material. 2005. Standard Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam). ASTM D 3737. pp. 463∼490 |
5 | 국립산림과학원. 2005. 제주산 삼나무의 이용 및 전망. 국립산림과학원 학술심포지엄 자료. p. 115 |
6 | Lee, J. J., J. S. Park, K. M. Kim, and J. K. Oh. 2005. Prediction of bending properties for structural glulam using optimized distributions of knot characteristics and laminar MOE. Journal of Wood Science 51: 640∼647 DOI ScienceOn |
7 | 이전제, 김광철. 2000. 집성재의 강도적 성질 예측에 대 한 핑거 조인트와 라미나의 강도의 영향. 목재공학. 28(1): 8∼17 |
8 | 심상로, 여환명, 심국보. 2005 이수종 구조용집성재의 전단접착력 및 접착내구성 평가. 목재공학. 33(1): 87∼96 |
9 | 한국표준협회. 2005. 구조용집성재. 한국산업규격 KSF 3021. p. 29 |
10 | 김광모, 심국보, 박주생, 김운섭, 임진아, 여환명. 2007. 리기다소나무의 구조용 집성재 이용기술 개발 - 낙엽송 층재와의 혼합 구성을 통한 집성재의 휨성능 향상. 목재공학. 35(6): 1322 |
11 | 심상로, 여환명. 2004. 리기다소나무 원목형질 조사 및 구조용집성재 제조 수율 평가. 목재공학. 32(2): 90∼95 |