Earticle

초록

영어

In this study, Beam-column joint specimens of building structural steels(SN490) and welding structural steels (SM490) were conducted lateral cycle test. The experimental method was conducted Certification testing methods presented in KBC2009. Through experiments, Hysteretic behavior of Load-displacement, Moment-Rotation angle ductility, stiffness and energy dissipation capacity was analyzed. Specimens type is all welded type(WA-1, WA-2) and welded flange, double angle spliced web(WB-1, WB-2) total 4 types. Instead, fracture occurred at heat-affected zones or the stress- concentrated point near the weld access hole of the beam flanges.

목차

Abstract
 1. 서론
  1.1 연구의 목적
 2. 실험계획
  2.1 실험체의 설계 및 제작
  2.2 실험장치 및 가력방법
 3. 재료인장실험
 4. 실험결과 및 분석
  4.1 실험체 거동특성
  4.2 강성 비교분석
  4.3 에너지소산능력
 5. 결론
 참고문헌

저자

• 이호 [ Lee, Ho | 경북대학교 융복합시스템공학과 교수 ] 주저자
• 변상민 [ Beon, Sang-Min | 경북대학교 융복합시스템공학과 외래강사 ] 교신저자
• 박기태 [ Park Gi-Tae | 경북대학교 과학기술대학원 건축공학과 공학석사 ]
• 김소영 [ Kim, So-Yeong | 경북대학교 과학기술대학원 건축공학과 석사과정 ]

참고문헌