A Study on Connection Ductility of Steel Structures Subjected to Monotonic Loading

단조하중을 받는 철골구조물의 접합부 연성도에 관한 연구

  • 강석봉 (울산대학교 건축학부) ;
  • 김진형 (울산대학교 대학원 건축학과)
  • Received : 2000.01.31
  • Published : 2000.08.27


The required connection ductility has been evaluated, considering geometric, material and connection nonlinearity, for 6-story unbraced and 20-story braced steel structures subjected to ultimate lateral load. For material nonlinearity, section moment-curvature relationship and member stiffness matrix have been derived utilizing fiber model and linear flexibility distribution model. In 6-story structure with semi-rigid connections for rigid connection, the required connection ductility is less than that for rigid connection. In 20-story structure, the required connection ductility for semi-rigid connection is almost the same as that for shear connection and the required ductility for rigid connection is larger than that for semi-rigid or shear connection.


Grant : 건축물 구조설계에서 반강접 접합부의 실용화

Supported by : 한국과학재단


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