Seismic Analysis for RC Framed Structure considering Hysteretic Behavior of Beam-Column Joint

보-기둥 접합부의 이력거동을 고려한 RC 평면골조의 내진해석

  • 윤정배 (경상대학교 건축공학과) ;
  • 조용부 (하트구조설계사무소) ;
  • 김영곤 (경상대학교 대학원 건축공학과) ;
  • 우종열 (경상대학교 대학원 건축공학과)
  • Published : 2000.04.01

Abstract

The analytical studies for the test results are presented. From experimental envelope curve, hysteretic behaviors under cyclic loading are modelled for beam-column subassemblages. Modelled curves show relatively good reproduction or experimental curves. finally, seismic performances are investigated for 7 story plain framed structure by nonlinear dynamic analysis. The resulting responses are different by each beam-column joint design.

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