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Cyclic Test of welding connections for Steel-Plate Concrete Column to H-shaped Steel Girders

강판 콘크리트(SC) 기둥과 H형강 보의 용접 접합부에 대한 반복 이력 실험

  • Park, Ho Young (Department of Plant.Architectural Engineering, Kyonggi University) ;
  • Kang, Cheol Kyu (Department of Plant.Architectural Engineering, Kyonggi University) ;
  • Choi, Byong Jeong (Department of Plant.Architectural Engineering, Kyonggi University)
  • 박호영 (경기대학교 플랜트.건축공학과) ;
  • 강철규 (경기대학교 플랜트.건축공학과) ;
  • 최병정 (경기대학교 플랜트.건축공학과)
  • Received : 2013.05.31
  • Accepted : 2013.12.12
  • Published : 2014.01.02

Abstract

This study presents an experimental study of the structural behavior for steel plate-concrete column-to-steel girder connections. Experiments were carried out to investigate the moment-rotation characteristics, failure behavior and ultimate moment capacity of these connections. The results of this experimental study involving three welded moment-resisting connections subjected to cyclic loading are presented. The specimens were fabricated at full scale to evaluate their hysteretic behavior. A description of the test specimens, the details of the joint, the test system and the testing methods are described. The test results showed that the structural behavior of these composite connections was influenced by the connection details.

Keywords

References

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