1 |
국토해양부(2012) 도로교설계기준(한계상태설계법), 한국도로교통협회.
|
2 |
김종민, 황민오, 강영종(2010) 고강도강 플레이트거더의 횡-비틀림 좌굴, 한국강구조학회 학술대회발표집, 한국강구조학회, pp. 79-80.
|
3 |
김종민, 황민오, 강영종(2011) HSB800급 고성능강 적용 하이브리드 I형 거더의 횡-비틀림 좌굴, 한국강구조학회 학술대회발표집, 한국강구조학회 pp. 123-124.
|
4 |
조은영, 신동구(2012) HSB 강거더의 비탄성 횡비틀림좌굴에 의한 휨강도 - 세장 복부판 단면, 한국강구조학회논문집, 한국강구조학회, 제24권 제2호, pp. 217-231.
과학기술학회마을
DOI
ScienceOn
|
5 |
Adams, P.F., Lay, M.G., and Galambos, T.V. (1965) Experiments on high strength steel members, Welding Research Council Bulletin No. 110, November, pp. 1-16.
|
6 |
American Association of State and Highway Transportation Officials (2012) AASHTO LRFD Bridge Design Specifications, 6th Ed., Washington, D.C.
|
7 |
AWS (2008) Bridge Welding Code, AASHTO/AWS D1.5: 2008, Joint Publication of American Association of State Highway and Transportation Officials and American welding Society.
|
8 |
Celigoj, C. (1979) Influence of initial deformations on the carryingcapacity of beams. Stahlbau, Vol. 48, pp. 69-75, 117-121.
|
9 |
Choi, B.H. and Park, Y.M. (2010) Inelastic buckling of torsionally braced I-girders under uniform bending, II: Experimental study. Journal of Constructional Steel Research, Vol. 66, pp. 1128-1137.
DOI
ScienceOn
|
10 |
Earls, C.J. (1999) On the inelastic failure of high strength steel i-shaped beams. Journal of Constructional Steel Research, Vol. 49, No. 1, pp. 1-24.
DOI
|
11 |
Earls, C.J. (2001) Constant moment behavior of high performance steel i-shaped beams. Journal of Constructional Steel Research, Vol. 57, No. 7, pp. 711-728.
DOI
|
12 |
Eurocode 3 (2003) Design of steel structures. Part 1-1: General rules and rules for buildings, ENV 1993-1-1.
|
13 |
Eurocode 3 (2006) Design of steel structures. Part 1-5: Plated structural elements, ENV 1993-1-5.
|
14 |
Galambos, T.V. (1963) Inelastic lateral buckling of beams, Journal of the Structural Division, ASCE, Vol. 89, No. ST5, pp. 217-242.
|
15 |
Galambos, T.V. (1998) Guide to Stability Design Criteria Metal Structures, 5th Ed., Wiley.
|
16 |
Hibbit, Kalsson & Sorensen Inc. (2008) ABAQUS/CAE Version 6.8. Standard user's manual, Rhode Island (USA).
|
17 |
Lay, M.G. and Galambos, T.V. (1965) Inelastic steel beam under uniform moment. Journal of the Structural Division, ASCE, Vol. 91, No. ST6, pp. 67-93.
|
18 |
McDermott, J.F. (1969) Plastic bending of A514 steel beams. Journal of the Structural Division, ASCE, Vol. 95, No. ST9, pp. 1851-1871.
|
19 |
Lee, G.C. and Galambos, T.V. (1962) Post-buckling strength of wide-flange beams. Journal of the Engineering Mechanics Division, ASCE, Vol. 88, No. EM1, pp. 59-75.
|
20 |
Lindner, J. (1974) Influence of residual stresses on the Load-Carrying capacity of I-Beams. Stahlbau, Vol. 43, pp. 39-45, 86-91.
|
21 |
Neal, B.G. (1950) The lateral instability of yielded mild steel beams of rectangular cross section, Philos. Trans. R. Soc. London, Vol. A242.
|
22 |
Nethercot, D.A and Trahair, N.S. (1976) Inelastic lateral buckling of determinate beams. Journal of the Structural Division, ASCE, Vol. 102, No. ST4, pp. 701-717.
|
23 |
Ojalvo, M. and Weaver, R.R. (1978) Unbraced length requirements for steel I-Beams. Journal of the Structural Division, ASCE, Vol. 104, No. ST3, pp. 479-490.
|
24 |
Trahair, N.S. and Kitipornchai, S. (1972) Buckling of inelastic I-Beams under uniform moment. Journal of the Structural Division, ASCE, Vol. 98, No. ST11, pp. 2551-2566.
|
25 |
Vinnakota, S. (1977) Inelastic stability of laterally unsupported beams. Computer Structures, Vol. 7, No. 3.
|
26 |
White, D.W. (2008), Unified flexural resistance equations for stability design of Steel I-Section members: Overview. Journal of Structural Engineering, ASCE, Vol. 134, No. 9, pp. 1405-1424.
DOI
|