Shear Strength and Hysteretic Behavior of SRC Column to Steel Beam Joints

SRC 기둥-H 형강보 접합부의 전단강도 및 이력거동

  • 이승준 (아주대학교 환경.도시공학부) ;
  • 김원기 (호서대학교 건축학부) ;
  • 서동훈 (아주대학교 대학원 건축학과)
  • Received : 1997.05.19
  • Published : 1997.06.30


To investigate the shear strength and hysteretic behavior of SRC column to H steel beam joints, seven cruciform specimens were fabricated and tested. The test specimens showed stable hysteresis behavior with a little pinching. The strength decreased with increase in deflection after the speciemens reached at the maximum strength. The shear strength of panel zones increased with increased in the concrete amount of SRC column sections. The shear strength may conservatively be estimated by the sum of shear yielding strength of steel column web, plastic bending strength of steel column flange and ultimate shear strength of concrete in the panel zone.


Supported by : 한국학술진흥재단


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