°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

´ëÇѰÇÃàÇÐȸ|´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è 2010³â 5¿ù

³í¹®¸í îî÷Ö ñìöµÙÊðãËïõéÚªÀÇ Ï°ðãú°à°¿¡ °üÇÑ æÚϼ / A Study on the Structural Analysis of the Korean Traditional Wooden Buildings with Multi-Roof
ÀúÀÚ¸í ³²º´¼±½Äº°ÀúÀÚ(Nam Byung-Sun) ; ½Å¿õÁÖ(Shin Woong-Ju) ; ¹Ú°­Ã¶(Park Kang-Chul)
¹ßÇà»ç ´ëÇѰÇÃàÇÐȸ
¼ö·Ï»çÇ× ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è, v.26 n.05 (2010-05)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(257) ÃÑÆäÀÌÁö(10)
ISSN 12269093
ÁÖÁ¦ºÐ·ù ¿ª»ç
ÁÖÁ¦¾î ÁßÃþ ; ÀüÅë¸ñÁ¶°ÇÃ๰ ; ±¸Á¶Çؼ® ; ÅëÃþÇü ; Multi-Roof ; Traditional Wooden Buildings ; Structural Analysis ; Continuous Structure Type
¿ä¾à2 This study classified existent traditional wooden buildings with multi-roof into three types depending on the structural type, selected the representative architecture by types and interpreted their structures and conducted mathematical analysis. The results of this study are as follows. Traditional wooden buildings with multi-roof were classified into the whole -kan high columns type, half-kan corner high columns type, and half-kan beams type by the constructive traits and three dimensional pattern of upper story variation column. It was confirmed through structural interpretation using MIDAS/GEN that Pungnammun of the whole-kan high columns type had the stable system against tolerance and main temple of Bupjusa temple with the half-kan beams type needed separate reinforcement equipment because its shear strength exceeded tolerance. In addition, while Pungnammun of the whole-kan high columns type had much shear strength and moment against roof load, Sungnyemun of the half-kan corner high columns type had efficient structural system against roof load, and high column and flat column share similar load.
¼ÒÀåó ´ëÇѰÇÃàÇÐȸ
¾ð¾î Çѱ¹¾î
ºÐ¼®¼­Áö
°ÇÃ࿪»ç ¹× ÀÌ·Ð > Çѱ¹ ÀüÅë°ÇÃà > ±âŸ

ÀüÅë¸ñÁ¶°ÇÃ๰ Áß ÁßÃþ¸ñÁ¶°ÇÃ๰Àº ±× ½Ã´ëÀÇ °ÇÃà±â¼úÀ» ¹Ý¿µÇÏ´Â Áß¿äÇÑ °ÇÃ๰ÀÓ¿¡µµ ºÒ±¸Çϰí ÁßÃþ¸ñÁ¶°ÇÃ๰ÀÇ ±¸Á¶Àû Ư¡°ú Ư¼º¿¡ ´ëÇÑ ¿¬±¸´Â ¸¹Áö ¾ÊÀº °ÍÀÌ »ç½ÇÀ̸ç, ´õ¿íÀÌ ¼ö¸® ÇØ¼®Àû ¿¬±¸´Â °ÅÀÇ ÀÌ·ç¾î ÁöÁö ¾Ê°í ÀÖ´Â ½ÇÁ¤ÀÌ´Ù. µû¶ó¼­, ÀÌ ³í¹®¿¡¼­´Â ÁßÃþ¸ñÁ¶°ÇÃ๰À» ±¸Á¶ÇüÅ¿¡ µû¶ó ºÐ·ùÇÏ°í ±¸Á¶Çؼ®À» Çϰí ÀÖ´Ù. À̸¦ ÅëÇØ ±¸Á¶ÇüÅ¿¡ µû¸¥ ±¸Á¶Àû Â÷ÀÌ ¹× ÈûÀÇ È帧¿¡ µû¸¥ ¼ö¸®Àû ÇØ¼®±îÁö º¸¿©ÁÖ°í ÀÖ¾î ´õ¿í ¾ÈÀüÇÏ°Ô ±¸Á¶Àû ¹®Á¦¸¦ ÇØ°áÇÏ´Â ¹æÇâÀ» Á¦½ÃÇϰí ÀÖ´Ù.
¡á Ãßõ¹®Çå (ÀÌ ¹®Çå°ú °°ÀÌ º» ¹®Çå)
Á¶¼±Èı⠼±ÀÚ¿¬ Ä¡¸ñ±â¹ý¿¡ °üÇÑ ¿¬±¸
±è¿ÕÁ÷(Kim Wang-Jik) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.26 n.05 (201005)
ðÈàØãÁÓÛ ñìöµÙÊðãËïõéÀÇ ï®ÊÇÝ» ʭϰÛöÀÇ Çü½Ä°ú ±¸Á¶Àû Ư¼º
ÀÌÀº¼ö(Lee Eun-Soo) ; È«º´È­(Hong Byung-Hwa) ; ±è¼º¿ì(Kim Sung-Woo) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.25 n.12 (200912)
Çѱ¹ ÀüÅë°ÇÃà ÆÈÀÛÁöºØÀÇ Ê­Ï°¿¡ °üÇÑ ¿¬±¸
¾çÀ翵(Yang Jae-Young) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.25 n.02 (200902)
Á¶¼±Èıâ ÁöºØ±¸Á¶ÀÇ »õ·Î¿î ½Ãµµ
±èµ¿¿í - °ÇÃ࿪»ç¿¬±¸(Çѱ¹°ÇÃ࿪»çÇÐȸÁö) : v.19 n.2(Åë±Ç 69È£) (201004)
ÀüÅë ¸ñ±¸Á¶ ÆÈÀÛÁöºØ Ãß³àºÎÀçÀÇ ±¸Á¶Àû º¸°­ Ư¼º¿¡ °üÇÑ ¿¬±¸
Á¶Ã¶Èñ(Cho Cheol-Hee) ; ½Å¿ë¼®(Shin Yong-Seok) ; Á¶À±Èñ(Cho Youn-Hee) ; ³ë¼º¿­(No Seong-Ryeol) ; ±èÁ¤¼·(Kim Jeong-Sup) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è : v.26 n.03 (201003)
¼þ·Ê¹®°ú ÈïÀÎÁö¹®ÀÇ ±¸Á¶Ã¼°è ºñ±³ ¿¬±¸
À̿ձâ(Lee Wang-Kee) ; ±è»óÁ¶(Kim Sang-Jo) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.24 n.8 (200808)
[³í¹®] ±Í°íÁÖ¹æ½ÄÀÇ Á¶¿µÀüÅë°ú ÀǹÌ
È«º´È­ ; ÀÌÀº¼ö - °ÇÃ࿪»ç¿¬±¸(Çѱ¹°ÇÃ࿪»çÇÐȸÁö) : v.19 n.3(Åë±Ç 70È£) (201006)
°í·Á½Ã´ë ¸ñÁ¶°ÇÃà °á±¸±â¹ý¿¡ °üÇÑ ¿¬±¸
Ȳ¼¼¿Á ; ±èºÀ°Ç - Çѱ¹°ÇÃ࿪»çÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý : (200911)
[ÀÚ·á] ÇÑ¿ÁÀÇ ¼³°è¿Í ½Ã°ø±â¹ý
±èµµ°æ - °ÇÃ࿪»ç¿¬±¸(Çѱ¹°ÇÃ࿪»çÇÐȸÁö) : v.17 n.6(Åë±Ç 61È£) (200812)
¾ÈÃʰøÀÇ ¹ß»ý°ú º¯Ãµ¿¡ °üÇÑ ¿¬±¸
ÀÌÇý¸° ; ȲÁ¾±¹ - ´ëÇѰÇÃàÇÐȸ Ãá°è ¿ì¼öÁ¹¾÷³í¹®Àü ¼ö»ó³í¹® °³¿äÁý : Á¦6ȸ (201004)