References
- Anderson, J.M. and Trahair, N.S. (1972) Stability of Monosymmetric Beams and Cantilevers, Journal of the Structural Div., ASCE, Vol. 98, No. ST1, pp.269-286.
- Bradford, M.A. (1985) Distortional Buckling of Monosymmetric I-Beams, Journal of Constructional Steel Research, Vol. 5, No. 2, pp.123-136. https://doi.org/10.1016/0143-974X(85)90010-0
- American Association of State Highway and Transportation Officials (2007) AASHTO LRFD Bridge Design Specifications, 4th Ed., Washington D.C.
- American Institute of Steel Construction(2010) Specifications for Structural Steel Buildings, Chicago, IL.
- 이철호, 한규홍, 박창희, 김진호, 이승은, 하태휴(2011) 국부좌굴을 고려한 고강도 조립 H형강 부재의 휨성능 실험, 한국강구조학회논문집, 한국강구조학회, 제23권, 제4호, pp.417-428. Lee, C.H., Han, K.H., Park, C.H., Kim, J.H., Lee, S.E., and Ha, T.H. (2011) Flexural Test of H-Shape Members Fabricated of High-Strength Steel with Considering Local Buckling, KSSC, Vol. 23, No. 4, pp.417-428 (in Korean).
- 한국도로교통협회(2012) 도로교설계기준(한계상태설계법), 국토해양부 제정. Korea Road and Transportation Association (2012) Korea Highway Bridge Design code(Limit State Design), sponsored by Ministry of Land, Transport and Maritime Affairs.
- Eurocode 3 (2005) Design of steel structures Part 1-1: General rules and rules for buildings, EN 1993-1-1.
- Yura, T.A. (2001) Fundamentals of Beam Bracing, Engineering Journal, First Quarter, pp.11-26.
- Kang, S.C., Kim, K.S., and Lee, J.K. (2011) Experimental investigation of residual stresses in HSB800 structures by the sectioning method, IABSE-IASS, London.
- ECCS (1991) Essentials of Eurocode 3 Design Manual for Steel Structures in Building, ECCS Advisory Committee, No. 65.
- ABAQUS (2004) Analysis user's manual, version 6.5, Pawtucket(RI), ABAQUS, Inc.
- 박용명, 이건준, 최병호, 황민오(2012) 이축대칭단면 HSB800 강재 플레이트거더의 비탄성 횡비틂좌굴강도의 해석적 평가, 한국강구조학회논문집, 한국강구조학회, 제25권, 제2호, pp.141-151. Park, Y.M., Lee, K.J., Choi, B.H., and Hwang, M.O. (2012) Numerical Analysis of Inelastic Lateral Torsional Buckling Strength of HSB800 Steel Plate Giredrs with Doubly Symmetric Section, Journal of Society of Steel Construction, KSSC, Vol. 25, No. 2, pp.141-151.
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