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A Study on the Performance Evaluation for New Shape Weak-Axis Connection of H-Shape Beam-to-Column in Full-scale Test

실물대 실험을 통한 H형강 기둥의 신형상 약축접합부 성능평가에 관한 연구

  • 김성배 ((주)더나은구조엔지니어링) ;
  • 조한솔 (한국기술교육대학교 대학원) ;
  • 이태규 (한국기술교육대학교 대학원) ;
  • 김상섭 (한국기술교육대학교 건축공학부)
  • Received : 2014.06.06
  • Accepted : 2014.09.03
  • Published : 2014.09.30

Abstract

The bracket-type connection is often used for the weak axis steel connection of H-shape beam-to-column. However it leads to weakness of competitiveness in steel structure due to difficulty in production and installation of connection. Consequently, new shape weak-axis was developed. It has a simple shape with the less spot of welding points, and has advantage about showing the obvious power flow in connection points. In this study, monotonic and cyclic loading test in full-scale was performed to evaluate structural behavior and examine on-site application. Therefore, 12 specimens(9 specimens for monotonic loading test and 3 specimens for cyclic loading test) were built for the variables which are overlap length of beam-end and column flange. As the result, new shape of weak-axis connection appeared special Moment Frame(SMF) and had excellent structural performance and constructablility when the parameter is over 50mm.

Keywords

Acknowledgement

Supported by : 한국과학재단

References

  1. Iwankiw, N.R., Engineering journal, Ultimate strength considerations for seismic design of the reduced beam section(Internal plastic hinge), vol.34 no.1, p.p.3-10, 1997
  2. Huang, D., Wang, L. and Zhang, J., Building structure, Evaluation on Aseismic Performance of Beam-column Joints with Welded Haunch Beam, vol.34 no.6, p.p.49-50, 2004
  3. Pachoumis, D.T., Galoussis, E.G and Kalfas, C.N., Engineering structures, Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation, vol.31 no.1, p.p.216-223, 2009 https://doi.org/10.1016/j.engstruct.2008.08.007
  4. 이강민, 정희택, 윤석용, 이은모, 오경환, 브라켓 및 WUF-B 형상 철골모멘트골조 약축접합부 내진성능평가, 한국강구조학회 논문집, 20권, 4호, 20(4), p.p.483-491, 2008
  5. 김상섭, 이도형, 함정태, 김규석, H형강 기둥의 약축에 대한 기둥-보 접합상세 개발 및 내력평가, 한국강구조학회 논문집, 16권, 1호, 16(1), p.p.1169-180, 2004
  6. 이도형, 함정태, 김성배, 김영호, 김상섭, 수평스티프너를 이용한 철골 기둥-보 약축접합부 상세 개발에 관한 연구, 한국강구조학회 논문집, 16권, 5호, 16(5), p.p.641-652, 2004
  7. Kim, S.D., Kim, S.S. and Ju, Y.K., Strength evaluation of beam-column connection in the weak axis of H-shaped column, Engineering structures, ELSEVIER, vol.30 no.6, p.p.1699-1710, 2008 https://doi.org/10.1016/j.engstruct.2007.11.008
  8. 김필중, 부윤섭, 양재근, 이은택, 김상섭, 시공성 향상을 위한 제4세대 H형강 기둥-보 약축접합부의 개발 및 성능평가, 한국강구조학회 논문집, 23권, 3호, 23(3), p.p.295-301, 2011
  9. 김상섭, 부윤섭, 초간편 H형강 기둥-보 약축접합부의 구조성능 및 $CO_2$ 저감량 평가, 한국강구조학회 논문집, 23권, 5호, 23(5), p.p.615-627, 2011
  10. 한국강구조학회, 건축강구조 표준접합상세지침, 구미서관, 2010
  11. American Institute of Steel Construction, AISC 2006 Seismic Design Manual, 2006
  12. CEN, Eruocode 3, Part 1.1, 1993
  13. 최성모, 박수희, 박영욱, 김진호, CFT 각형 기둥-보 합성 반강접 접합부의 이력거동, 대한건축학회 논문집, 21권, 6호, 21(6), p.p.25-32, 2005
  14. 오상훈, 지진을 고려하지 않은 강구조 보-기둥접합부, 한국강구조학회지, 14권, 4호, 14(4), p.p.1-8, 2002
  15. 서정환, 양영성, 서성연, 김규석, 축력과 휨모멘트를 받는 원형강관 기둥의 이력거동에 관한 연구, 대한건축학회 논문집, 12권, 3호, 12(3), p.p.173-183, 1996
  16. American Institute of Steel Construction, LRFD, 1989, 2005, 2010
  17. Gilton, C.S., Uang C.M., Cyclic Response and Design Recommendations of Weak-Axis Reduced Beam Section Moment Connections, Journal of structural engineering, ASCE, vol. 128, no. 4, p.p.452-463, 2002 https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(452)