Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
권호 표지

Evaluation of Rotation Capacity of Seel Moment Connection Using a Yield-Line Plastic Hinge Model

항복선 소성힌지 모델을 이용한 철골 모멘트 접합부 회전능력 평가

  • Published : 2010.05.31
Download PDF
⟨ Previous Next ⟩

Abstract

Keywords

References

  1. 이철호, 김재훈, 전상우, 김진호 (2006), 보 플랜지 절취형 (RBS) 철골 모멘트 접합부의 균형패널존 강도, 한국강구조학회 논문집, 제18권 1호, pp. 59-69.
  2. AISC (2002), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Inc., Chicago, 11.
  3. FEMA (2000), Recommended Seismic Design Criteria For New Steel Moment-Frame Buildings, FEMA Report No. 350, Federal Emergency Management Agency, Washington, D.C., 2000.
  4. Filippou, F.C. (2000), FEDEAS: Finite Element for Design, Evaluation and Analysis of Structure, Department of Civil and Environmental Engineering, University of California at Berkeley.
  5. Gioncu, V, and Petcu, D (1997), Available rotation capacity of wide-flange beam and beam-columns part 1, 2, Journal of Constructional Steel Research. Vol 43, No 1-3, pp 161-244. https://doi.org/10.1016/S0143-974X(97)00044-8
  6. Kemp, A.R. (1996), Inelastic local and lateral buckling in design codes, Journal of Structural Engineering, ASCE, Vol 122, No 4, pp374-382 https://doi.org/10.1061/(ASCE)0733-9445(1996)122:4(374)
  7. Lay, M, G (1965), Flange Local Buckling in Wide-Flange Shapes, Journal of the Structural Division, ASCE, Vol 91, No 6, pp. 95-115.
  8. Moller, M, Johansson, B, and Collin, P (1997), A new analysis model of inelastic local flange buckling, Journal of Constructional Steel Research, Vol 43, No 1-3, pp 43-63. https://doi.org/10.1016/S0143-974X(97)00025-4
  9. Rides, J.M., Fisher, J.W., Lu, L-W, Kaufmann, E.J. (2002), Development of improved welded moment connections for earthquake-resistant design, Journal of Constructional Steel Research, Vol 58, No 5-8, 2002, pp 565-604. https://doi.org/10.1016/S0143-974X(01)00095-5