합성거더의 횡-비틀림 좌굴하중 평가

Evaluation on Lateral Torsional Buckling Strength of Composite Girders

  • 발행 : 2007.03.24

초록

키워드

참고문헌

  1. 류형근, 윤석구, 배두병, 장승필(2005) 조밀단면을 갖는 부분합성보의 극한강도 평가, 대한토목학회 논문집
  2. 류형근, 장승필(2005) 합성거더의 횡비틀림 좌굴, 대한 토목학회 학술발표회
  3. Hancock, G.J. Bradford, M.A. Trahair, N.S.(1980), Web Distortion and Flexural-Torsional Buckling, Journal of the Structural Division, ASCE, 106(7), pp.1557-1571
  4. Ronagh, H.R., Ng, M.L.H. Poon, C.P.(2003), A closed-form solution for the distortional buckling of I-beams, Advances in Structures, pp.169-173
  5. Anderson, J.M. Trahair, N.S.(1972), Stability of Monosymmetric Beams and Cantilevers, Journal of the structural division, pp.269-286
  6. Bradford, M.A. Ronagh, HR (1997), Generalaised Elastic Buckling of Restrained I-Beams, Journal of Structural Engineering, ASCE, 107(2), pp.335-370
  7. Johnson, R.P. Fan, C.K.R.(199l) Distortional lateral buckling of continuous composite beams, Proc. Instn Civ. Engrs, Part 2., 91, pp.131-161
  8. Ryu, H.K(2005) Ultimate strength of continuous corrrnsite girders with semicompact and slender sections, Ph.D Thesis, Seoul National University
  9. Ryu, H.K., Chang, S.P., Park, J.H., A study on unbraced length requirement for continuous composite two-girder bridges, ISSC'06, KSSC