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1. °­¸¸È£·ÁÖ¼®Áß. '¸ñÁ¶ÁÖÅÃÀÇ ¼ö¿ä¿¡ ¹ÌÄ¡´Â ¿µÇâ¿ä¼Ò¿¡ °üÇÑ ¿¬±¸ : ÀϹÝÀΰú °ÇÃà½Ç¹«ÀÚÀÇ ¸ñÁ¶ÁÖÅÿ¡ ´ëÇÑ ÀνÄÀ» ¹ÙÅÁÀ¸·Î'. ¡º´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý¡», 23(1), P. 21-28. 2007

2. °­º´±æ. 'BIMÀ» È°¿ëÇÑ Çѱ¹ ÀüÅë°ÇÃà ÁöºØºÎÀÇ ÀÚµ¿È­ ¼³°èµµ±¸ °³¹ß'. Çѹç´ëÇб³ Á¤º¸Åë½Å Àü¹®´ëÇпø ¼®»çÇÐÀ§³í¹®, 2013.

  • . '¸ñÁ¶ÁÖÅà Çã°¡ ¹× Âø°ø °Ç¼ö'. ¡º°ÇÃà Çã°¡ ¹× Âø°ø Åë°è¡», 2013.

4. ±èµµ¹Î ¿Ü 3ÀÎ. 'À¯´Ö ¸ðµâ·¯ °ø¹ýÀÇ Æ¯¼º¿äÀÎ ºÐ¼® ¹× ½ÃÀåÁøÃâÀü·«'. ¡ºÇѱ¹°Ç¼³°ü¸®ÇÐȸ³í¹®Áý¡», 15(1), P. 78-86. 2014.

5. ±èµ¿¼ö ¿Ü 3ÀÎ. '°Ç¹° À¯Çüº° »ç·ÊºÐ¼®À» ÅëÇÑ ¸ðµâ·¯ °ø¹ý ¼ö¿äâÃâ ¹æ¾È ¼ö¸³'. ¡ºÇѱ¹°Ç¼³°ü¸®ÇÐȸ³í¹®Áý¡», 14(5), P. 164-174. 2011.

6. ±èÀ缺. 'ÀÓ¾÷°æ¿µ ½ÇÅÂÁ¶»ç - ¸ñÁ¶°ÇÃà¾÷'. ±âÈĺ¯È­¿¬±¸¼¾ÅÍ. ¡º»ê¸²°úÇÐÁ¤º¸¡» 225, pp.20-21

7. ±èÁý. ¡ºÀÌ°ÍÀÌ ¸ñÁ¶ÁÖÅÃÀÌ´Ù - °ñÁ¶Æí¡». Ã¥¸¸µå´Â Åä¿ì 2013

8. ±èÇÐö·È²¿µ±Ô·±è°æ·¡. '¸ðµâ·¯ °æÁ¦¼º È®º¸¸¦ À§ÇÑ °øÀå»ý»ê ÇÁ·Î¼¼½ºÀÇ ´Ù±â´É°ø Àû¿ë ¹æ¾È'. ¡ºÇѱ¹°Ç¼³°ü¸®ÇÐȸ ³í¹®Áý¡», 15(1), P. 11-19. 2014.

9. ±èÇåÁß ¿Ü 4ÀÎ. '¸ñ±¸Á¶±â¼úÀÚ ¾ç¼ºÁ¦µµ°³¼± ¹× ±³À° ÇÁ·Î±×·¥ °³¹ß - ±¹³» ¸ñÁ¶°ÇÃà ÇöȲ -'. Çѱ¹¸ñÁ¶°ÇÃ࿬±¸¼Ò, »ê¸²Ã». 2011. p.11-25

10. ±èÇåÁß. ¡º¸ñÁ¶ÁÖÅà ½Ã°ø¡». µµ¼­ÃâÆÇ È¿ÀÏ, 2013

11. ¹Î°¡¿µ. 'LCC ºÐ¼®À» ÅëÇÑ Çö´ëÇÑ¿Á ±¸¼ºÀç·áº° °æÁ¦¼º ºñ±³'. Á¶¼±´ëÇб³ °ÇÃàÇкÎ. ¡ºÀü±¹ ´ëÇлý Çмú¹ßÇ¥´ëȸ ³í¹®Áý¡», P. 35-39. 2013.

12. ¹Î¿µ±â·ÀÌÀç±¹. '°ÇÃ༳°è¿¡¼­ BIM(Building Informaion Modeling)Àû¿ë¿¡ °üÇÑ ¿¬±¸ : °èȹ¼³°è BIM ÇÁ·Î¼¼½º¸¦ Áß½ÉÀ¸·Î'. ¡ºÇѱ¹ µðÁöÅÐ °ÇÃà ÀÎÅ׸®¾î ÇÐȸ ³í¹®Áý¡», 11(4) pp.29-38. 2011.

13. ¹Ú¼ÒÀÓ. '°æ·®¸ñÁ¶ÁÖÅÃÀÇ °ÅÁÖ½ÇÅ¿¡ °üÇÑ »ç·Ê ¿¬±¸'. ¿¬¼¼´ëÇб³ ´ëÇпø ÁÖ°Åȯ°æÇаú ¼®»çÇÐÀ§³í¹®, 2012.

14. ¹Ú¿µ¶õ·Àå»ó½Ä·±èÀ±Èñ. 'Truss Á¢ÇպΠÇüÅÂ¿Í Á¢ÇÕ¹æ¹ý¿¡ µû¸¥ °­µµ¼º´É Æò°¡'. ¡ºÇѱ¹¸ñÀç°øÇÐȸ Çмú¹ßÇ¥³í¹®Áý¡», P. 145-146. 2008.

15. ¹Ú¿µ¶õ·Àå»ó½Ä·±èÀ±Èñ. '°æ»ç Truss ¹× ¼öÆò TrussÀÇ ÈÚ°­µµ ½ÃÇè ¹× Æò°¡'. ¡ºÇѱ¹¸ñÀç°øÇÐȸ Çмú¹ßÇ¥³í¹®Áý¡». P. 55-56. 2008.

16. ¼Û¼±¿µ·À̽º¹. '¸ñÁ¶ ÆÐ³Î½Ä Housing System °³¹ß¿¡ °üÇÑ ¿¬±¸'. ¡º´ëÇÑ°ÇÃàÇÐȸÇмú¹ßÇ¥³í¹®Áý¡», 18(2), P. 303-308. 1998.

17. ¼Û¿µÇÐ ¿Ü 3ÀÎ. '±¹³» ¸ðµâ·¯°ÇÃà ¹× Á¦ÀÛ»ç ÇöȲÁ¶»ç ¿¬±¸'. ¡º´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý¡», 31(2). p.65-66. 2011.

18. ¾È±¹Áø. '¿À½ºÆ®·¹Àϸ®¾Æ¿Í ´ºÁú·£µåÀÇ ¸ñÁ¶ÁÖÅà »ý»êü°è¿Í ±â¼ú'. ¡º°ÇÃ࿪»ç¿¬±¸¡», 15(4), P. 246-261. 2006.

19. ¾È±¹Áø. 'ÀϺ» Àç·¡ ¸ñÁ¶ÁÖÅà ½ÃÀå : ÀϺ» ¸ñÁ¶ÁÖÅà ½ÃÀ奲' ¡º°ÇÃ࿪»ç¿¬±¸¡». 15(3), pp.148-172. 2006

20. ¾È±¹Áø. 'ÀϺ» ÇÁ¸®Æкê ÁÖÅýÃÀå :ÀϺ» ¸ñÁ¶ÁÖÅýÃÀå ¿¬Àç4'. ¡º°ÇÃ࿪»ç¿¬±¸¡», 15(5), P. 126-151. 2006.

21. À±¼®Çö. 'BIM ±â¹ÝÀÇ Çö´ë½Ä ÇÑ¿Á ½Ã°ø½Ã¹Ä·¹ÀÌ¼Ç ±¸ÇöÀ» À§ÇÑ ÇÑ¿Á °øÁ¤ºÐ¼® ¿¬±¸'. ¡ºÇѱ¹°Ç¼³°ü¸®ÇÐȸ³í¹®Áý¡», 2011, 12(3), P. 3-9

22. ÀÌÀ±Èñ·À¯Çý¶õ·±Ç±âÇõ. '±Ù´ë °ÇÃ๰¿¡ »ç¿ëµÈ ¼­¾ç½Ä ¸ñÁ¶ ÁöºØ Æ®·¯½ºÀÇ ±¸Á¶¿äÀÎ ¹× ±âŸ ¿µÇâ¿äÀο¡ °üÇÑ ¿¬±¸'. ¡º°ÇÃ࿪»ç¿¬±¸¡», 20(4), P. 95-114. 2011.

23. ÀÌâÀç·ÀÓ¼®È£. 'ÇÑ¿ÁÀÇ ¸ðµâ·¯ °ø¹ý Àû¿ë¿¡ °üÇÑ ¿¬±¸'. ¡ºÇѱ¹ÁÖ°ÅÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý¡», 24(1), pp.111-116. 2012

24. ÀÌÇö¿ì·¿À´ë½Ä·ÀüÇÑÁ¾ 'ÇÑ¿Á ºÎÀç°¡°ø ½Ç¹« ÇÁ·Î¼¼½º ºÐ¼®À» ÅëÇÑ ¼³°èÁö¿ø ¹æ¾È¿¡ °üÇÑ ¿¬±¸'. ¡º´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý¡», 32(1). P. 89-90. 2012.

25. ÀÓÁøÈ­·±èÅ¿µ. '¸ñÁ¶ÁöºØ Æ®·¯½ºÀÇ À¯ÀÔ ¹× ¼ö¿ë ¾ç»ó : ±Ù´ë°ÇÃà±â¼ú¼­¿Í ½ÇÃøÁ¶»çº¸°í¼­ °íÂûÀ» Áß½ÉÀ¸·Î'. ¡º´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý¡», 22(8), P. 163-170. 2006.

26. Àå»ó½Ä·±èÀ±Èñ·¹Ú¿µ¶õ. '¸ñÀç Á¶¸³º¸ Çì´õÀÇ ÈÚ ¼º´É ºÐ¼®'. ¡ºÇѱ¹¸ñÀç°øÇÐȸ¡», 35(6), P. 118-125. 2007

27. Â÷Àç°æ. '¸ñÀç Æ®·¯½º Á¢ÇÕºÎÀÇ toothed metal plate Á¢ÇÕ°ú plywood gusset plate Á¢ÇÕ¿¡ °üÇÑ ¿¬±¸'. ¡ºÇѱ¹ ¸ñÀç°øÇÐȸ ³í¹®Áý¡» 20(1). pp. 46-50. 1992

28. ÃÖÇö±â. ¡ºÇöÀåÀ» À§ÁÖ·Î ÇÑ ¸ñÁ¶ÁÖÅà ½Ã°ø½Ç¹«¡». ±â¹®´ç, 2006

29. ij³ª´Ù¿ìµå. ¡º¸ñÁ¶ÁÖÅà ½Ã°ø °¡À̵塻. 2007

30. ij³ª´Ù¿ìµå. '¸ñÀç Æ®·¯½ºÀÇ °­µµ, °æÁ¦¼º, À¶Å뼺'. ¡ºÄ³³ª´Ù¿ìµå International Building Series No.2¡»

  1. ¹Ì¼ú´ë»çÀü(¿ë¾îÆí)¡», Çѱ¹»çÀü¿¬±¸»ç(KDR) ÆíÁýºÎ, 1998.

32. Çѱ¹Ç¥ÁØÇùȸ. KS F 2150. '¸ñ±¸Á¶¿ë ½Ç´ëÀçÀÇ ÈÚ ½ÃÇè ¹æ¹ý'. 2004.

  1. . '1990³â ÀÌÈÄ ³óÃÌÁÖÅà ǥÁؼ³°èµµÀÇ ÀÔ¸é°ú ÁöºØ º¯È­¿¡ °üÇÑ ¿¬±¸'. ¡ºÇѱ¹ ÁÖ°ÅÇÐȸ ³í¹®Áý¡», 21(1), pp.23-30. 2012.

34. 'GANG-NAIL ROOF TRUSS SYSTEM' (incorporating Attic Trusses) Residential Manual'. MiTek New Zealand website. 2008

35. 'Roof Truss Span Tables'. Wood Truss Information, Alpine Engineered Products, ITW Building Components Group. 2014. p.15

36. American Society of Civil Engineers. Minimum design loads for buildings and other structures. ASCE 7-98. New York, NY; 1998

37. Bulmanis, N.S., Latos, H.A., and Keenan, F.J. Improving the bearing strength of supports of light wood trusses. Canadian Journal of Civil Engineering. Vol. 10, No. 2: 306-312; 1983.

38. Canadian Wood Council. 'Built-Up Beam and Joist Span Table'. In: The Span Book. 2009.

39. Craig Desmond Klinge. 'Behaviour of Gang-Nail Plate Timber Joints in Tension Perpendicular to the Grain'. University of Southern Queensland. 2012

40. Cramer, S. M. Quality control impacts on metal plate connected truss performance. Report to Truss Plate Institute. Madison, WI; 2001

41. Cramer, S.M., Drozdek. J.M, and Wolfe, R. W. Load sharing effects in light-frame wood-truss assemblies. Forest Products Journal. Vol. 126, No. 12 : 1388-1394; 2000.

42. Darrel Smith. 'Update of roof Truss Designs with Nailing Schedules'. CMHC(Canada Mortgage and Housing Corporation). Technical Series 04-126. 2004

43. Emanuel, J.H., Newhouse, C.M. and Brakeman, D.B. 'Investigation of metal plate-connected double 4 by 2 beams'. 1987. Forest Prod. J. 37(11/12), pp. 75-79.

44. Grant, D., Deenan, F.J., and Korhonen, J.E. Effective length of compression web members in light wood trusses. Forest Products Journal. Vol. 36, No.5: 57-60; 1986.

45. Gupta, R. and Wagner, B. Effect of metal connector plates on the bending strength of solid sawn lumber and LVL: A pilot study. Forest Products Journal, 52(10): 71-74; 2002.

46. Hugh D. Angleton. 'Nailde-Plywood Gusset Roof Trusses'. Historical Documents of the Purdue Cooperative Extension Service, Purdue University. 1960.

47. John E. Meeks, P.E. 'Industrial Profile of the Metal Plate Connected Wood Truss Industry' In: Metal Plate Wood Truss Conference. Forest Product Research Society. p.3-9. 1979

48. Leivo, M. On the stiffness changes in nail plate trusses. Department of Civil Engineering. Tampere University of Technology. Research Centre of Finland, Publications 80. Espoo, Finland; 1991.

49. McAlpine, W.R. and Grossthanner, O.A. Proposed design methods for three typical truss details : Top chord bearing of floor trusses. Proceedings of the 1979 Metal Plate Wood Truss Conference. P-79-28. Forest Products Research Society. Madison, WI : 229-231; 1979.

50. Oliva, M.G. Krahn, L. McCarthy, M. & Ritter, M. 'Behavior of metal plate connected joints in creosote treated wood : a pilot study'. 1988. Forest Prod. J. 38 (7/8), pp. 76-80

51. Percival, D.H., et.al. Test results from an investigation of parallel-chord, top-chord bearing wood trusses. Research Report 85-1. Small Homes Council-Building Research Council. Urbana-Champaign, Illionois: 1985

52. Suddarth,S.K., Precival, D.H., and Comus, Q.B. 'Testing and anlaysis of 4X2 parallel-chord metal plate connected wood trusses. Research Report 81-1'. Small Homes Council-Building Research Council. Urbana-Champaign, Illionois : 1981

53. Tiffany Connors. 'How Prefab Houses Work'. Home & Garden, HowStuffWorks's website. : 2014.

54. Truss Plate Institute of Canada. Truss design procedures and specifications for light metal plate connected wood trusses. TPIC-88(-188); 1988.

55. Wolfe, R.W. 'Metal-plate connections loaded in combined and tension'. Forest Prod. J. 40(9) pp. 17-23. 1990.