In-plane Bending Moment Capacity of T-Joints in the Circular Hollow Section of New High Strength Steel Subjected to Cyclic Loadings
![]() |
Lee, Sung-Ju
(세명대학교 건설공학과)
Kim, Joo-Woo (세명대학교 건축공학과) Kim, Sang-Seup (한국기술교육대학교 건축공학부) Lee, Myung-Jae (중앙대학교 건축공학과) Yang, Jae-Geun (인하대학교 건축공학과) |
1 | 박금성, 이상섭, 배규웅 (2009a) 면내 휨모멘트를 받는 지관 회전형의 각형강관 T형 접합부에 대한 실험적 연구, 대한건축학회 논문집, 구조계, 대한건축학회, 제25권, 제4호, pp.135-142. 과학기술학회마을 |
2 | 박금성, 이상섭, 최영환, 배규웅 (2009b) 각형강관 T형 접합부의 면내 휨모멘트 평가, 한국강구조학회 논문집, 한국강구조학회, 제21권, 제5호, pp.451-459. 과학기술학회마을 |
3 | AISC (1997) Specification for the design of steel hollow structural sections, American Institute of Steel Construction, USA. |
4 | AISC (2006) Seismic Design Manual, American Institute of Steel Construction, American Institute of Steel Construction, USA. |
5 | CIDECT (2001) Design guide for circular hollow section (CHS) joints under predominantly static loading, Verlag TUVRheinland. |
6 | Cute,D., Camo,S., and Rump,J.L.(1968) Welded connections for square and rectangular structural stell tubing, Research Repot No.292-10, Drexel Institute of Technology, Philadelphia, USA. |
7 | Duff, G. (1963) Joint behavior of a welded beam-column connection in rectangular hollow section, Ph.D.Thesis, The College of Aeronautics, Cranfield, England. |
8 | Packer, J.A. and Henderson, J.E. (1997) Hollow structural section connections and trusses - a design guide, 2nd ed., Canadian Institute of Steel Construction, Toronto, Canada. |
9 | Qin,F., Fung,T.C., and Soh,C.K. (2001) Hysteretic behavior of completely overlap tubular joints. |
10 | Quian, X.D., Choo, Y.S., Liew, J.Y.R., and Wardenier, J.(2007) Static strength of thick-walled CHS X-joints subjected to brace moment loadings, Journal of Structural Engineering, ASCE, Vol. 133, No.9,pp.1278-1287. DOI ScienceOn |
![]() |