Exterior Joint Behavior of Low-Rise Reinforced Concrete Frame with Non-Seismic Detail

비내진 상세를 가진 저층 R.C조의 외부접합부 거동

  • 김영문 (전북대학교 건축공학과) ;
  • 기찬호 (전북대학교 건축공학과) ;
  • 장준호 (서남대학교 건축공학과) ;
  • 이세웅 (쌍용건설 기술연구소, 구조기술사) ;
  • 김상대 (고려대학교 건축공학과)
  • Published : 1998.04.01

Abstract

In this paper, elastic and inelastic behavior of exterior joint of moment-resisting R.C frame with non-seismic detail subjected to reversed cyclic lateral load such as earthquake excitations was investigated. 1/2-scals subassemblage exterior beam-column joint including slab was manufactured based on similitude law. Then, pseudo static test under the displacement control was performed. The results of 1)crack pattern and failure mode, 2)degradation stiffness and strength, energy dissipation capacity from load-displacement hysteresis curve, 3)strain of steel were analysed.

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