| 논문명 |
전통 목구조 시스템에서 장부이음을 가진 도리 방향 골조의 수평하중 저항 능력 / Capacity of Lateral Load Resistance of Dori-Directional Frame with Jangbu-connection in Traditional Wood Structure System |
| 저자명 |
이영욱(Lee Young-Wook) ; 홍성걸(Hong Sung-Gul) ; 황종국(Hwang Jong-Kook) ; 배병선(Bae Byung-Sun) |
| 수록사항 |
대한건축학회논문집 구조계, v.23 n.2 (2007-02) |
| 주제어 |
전통 목구조 ; 프레임 ; 수평하중저항 ; 도리방향 골조 ; 봉정사 대웅전 ; 장부이음 ; 창방 ; 평방 ; 평주 ; Traditional Wood Structure ; Frame ; Lateral Load Resistance ; Dori-dircetional Frame ; Deawoongjeon of Bongjungsa ; Jangbu-connection ; Changbang ; Pyeongbang ; Pyeongju |
| 요약1 |
본연구에서는 평주 상부의 접합부만을 대상으로 하는 T형 부분골조를 제작하여 실험을 통하여 내력특성을 연구하고자 한다. |
| 요약2 |
To study the capacity of a lateral load resistance of a joint with Jangbu-connection of Dori-directional frame in traditional wood structure system, 1/2 scaled and T-shaped 7 subassemblies of joint of Dori-directional frame of Deawoongjeon of Bongjungsa were tested. Cyclic Lateral force was applied to column for story drift to be reached 4%. From the experiment, it was shown that the capacity of a lateral load resistance was influenced by the vertical load confining joint and not influenced by the number of Chok and the depth of Changbang. And lateral load resistance mechanism is developed by the restraint between the vertical load and the contacting edge of column; if structure is pushed to the left, the top-right end of Pyeongju contacts with Changbang and left Changbang loses the contacts with Pyeongju and therefore only right Changbang can resist to lateral load. |
