Simulation of displacement history using contact element in traditional wooden frame

접촉요소를 적용한 전통목조 도리방향 프레임의 변위이력 시뮬레이션에 관한 연구

  • 황종국 (전통문화학교 건축과) ;
  • 홍성걸 (서울대학교 건축공학과) ;
  • 정성진 (한남대학교 건축공학과) ;
  • 이영욱 (군산대학교 건축공학과) ;
  • 김남희 (서울대학교 교량설계핵심기술연구단) ;
  • 배병선 (국립문화재연구소 건조물연구실)
  • Published : 2006.04.01

Abstract

To examine the behaviors of traditional wooden structural frame in Korea in direction of beam, an experimental study was performed. The interior frame of Daewoongjeon of Bongjeongsa was selected as a model, which has two short exterior columns and one high inside column. The experimental frame has 1/2 scale and lateral forces are applied at high inside column by using drift control. The vertical gravity loads are applied on the frame. From the results of experiment it was shown that the stiffness and lateral capacity of the frame was increased when vertical loads are applied and the force-drift relationship in positive load direction was not same as in negative load direction. And push-over analysis are performed by using macro model in which the rotational and shear springs which were derived from the another experiments of subassemblies were used. The numerical analysis with macro model showed a good correspondence with the experiment within 2% story drift.

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