참고문헌
- Tang, M.C. (1976) Buckling of Cable-Stayed Girder Bridges, Journal of the Structural Division, ASCE, Vol.102, No.9, pp.1675-1684.
- Ermopoulos, J.C., Vlahino, A.S., and Wang, Y.C. (1992) Stability Analysis of Cable-Stayed Bridges, Computers and Structures, Vol.44, No.5, pp.1083-1089. https://doi.org/10.1016/0045-7949(92)90331-S
- Nogami, K. and Narita, N. (1996) The Stability Design of Towers of Cable-Supported Bridges, Structural Engineering/ Earthquake Engineering, JSCE, Vol.13, No.2, pp.187-200.
- Agrawal, T.P. (1997) Cable-Stayed Bridges-Parametric Study, Journal of Bridge Engineering, ASCE, Vol.2, No.2, pp.61-67. https://doi.org/10.1061/(ASCE)1084-0702(1997)2:2(61)
- Tang, C.C., Shu, H.S., and Wang, Y.C. (2001) Stability Analysis of Steel Cable-Stayed Bridges, Structural Engineering Mechanics, Vol.11, No.1, pp.35-48. https://doi.org/10.12989/sem.2001.11.1.035
- Xi, Y. and Kuang, J.S. (1999) Ultimate Load Capacity of Cable-Stayed Bridges, Journal of Bridge Engineering, ASCE, Vol.4, No.1, pp.14-22. https://doi.org/10.1061/(ASCE)1084-0702(1999)4:1(14)
- 국토해양부(2012) 도로교설계기준(한계상태설계법). Ministry of Land, Transport and Maritime Affairs (2012) Korean Highway Bridge Design Code (Limit States Design) (in Korean).
- 진만식, 경용수, 이명재, 김문영(2004) 케이블지지교량의 좌굴설계를 위한 유효좌굴길이 산정, 한국강구조학회논문집, 제16권, 제3호, pp.355-363. Jin, M.S., Kyoung, Y.S., Lee, M.J., and Kim, M.Y. (2004) Determination of the Accurate Effective Length for Buckling Design of Cable-Supported Bridges, Journal of Korean Society of Steel Construction, KSSC, Vol.16, No.3, pp.355-363 (in Korean).
- 경용수, 김문영, 장승필(2005) 비탄성좌굴 고유치해석법을 이용한 케이블 지지교량의 유효좌굴길이 산정, 대한토목학회논문집, 제25권, 제4A호, pp.627-636. Kyoung, Y.S., Kim, M.Y., and Chang, S.P. (2005) Determination of Effective Buckling Lengths of Cable-supported Bridges using Inelastic System Buckling Analysis, Journal of Korean Society of Civil Engineers, KSCE, Vol.25, No.4A, pp.627-636 (in Korean).
- 김문영, 송주영, 경용수(2005) 탄성 및 비탄성 좌굴 고유치해석을 이용한 강뼈대구조의 유효좌굴길이, 한국전선구조공학회논문집, 제18권, 제2호, pp.169-179. Kim, M.Y., Song, J.Y., and Kyoung, Y.S. (2005) Determination of Effective Buckling Lengths of Plane Frames Using Elastic and Inelastic System Buckling Analysis, Journal of Computational Structural Engineering Institute of Korea, Vol.18, No.2, pp.169-179 (in Korean).
- 김정훈, 김경열, 이정화, 김경식, 강영종(2014) 고성능 강재(HSB 800)를 적용한 플레이트 거더의 휨강도에 대한 플랜지 국부좌굴, 한국강구조학회논문집, 제26권, 제2호, pp.91-103. Kim, J.H., Kim, K.Y., Lee, J.H., Kim, K.S., and Kang, Y.J. (2014) Flange Local Buckling(FLB) for Flexural Strength of Plate Girders with High Performance Steel(HSB 800), Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.2, pp.91-103 (in Korean).
- 최동호, 임지훈(2014) HSB 고성능 강재를 적용한 강합성 I-거더 정모멘트에 대한 휨저항강도 및 연성비, 한국강구조학회논문집, 제26권, 제3호, pp.205-217. Choi, D.H. and Lim, J.H. (2014) Flexural Resistance and Ductility Ratio of Composite Hybrid I-Girder Using HSB High Performance Steel in Positive Bending, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.3, pp.205-217 (in Korean).
- 박용명, 강지훈, 이건준, 김희순(2014) HSB800 및 HSB600 강재를 적용한 하이브리드거더의 휨강도 평가, 한국강구조학회논문집, 제26권, 제6호, pp.581-594. Park, Y.M., Kang, J.H., Lee, K.J., and Kim, H.S. (2014) Evaluation of Flexural Strength of Hybrid Girder Composed of HSB800 and HSB600 Steel, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.6, pp.581-594 (in Korean).
- Engesser, F. (1889) Zeitschrift fur Architektur und Ingenirurwesen, Vol.35 p.455 (in German).
- Iwasaki, H., Nogami, K., and Nagai, M. (2001) Precision of Ef Method for Evaluating Load-Carrying Capacity of Long-Span Cable-Stayed Bridges and Its Ultimate Strength Check, IABSE reports of IABSE Conference, Seoul, No.84, pp.110-111.
- ASCE (1997) Effective Length and Notional Load Approaches for Assessing Frame Stability, NewYork.
- Tong, G.S. and Wang, J.P. (2006) Column Effective Lengths Considering Inter-story and Inter-column Interactions in Sway-Permitted Frames, Journal of Constructional Steel Research, Vol.62, pp.413-423. https://doi.org/10.1016/j.jcsr.2005.09.003
- White, D.W. and Hajjar, J.F. (1997) Buckling Models and Stability Design of Steel frames: A Unified Approach, Journal of Constructional Steel Research, Vol.42, No.3, pp.171-207. https://doi.org/10.1016/S0143-974X(97)00014-X
- Choi, D.H. and Yoo, H. (2009) Iterative System Buckling Analysis, Considering a Fictitious Axial Force to Determine Effective Length Factors for Multi-story, Engineering Structures, Vol.31, No.2, pp.560-570. https://doi.org/10.1016/j.engstruct.2008.10.008
- Yoo, H. and Choi, D.H. (2008) New Method of Inelastic Buckling Analysis for Steel Frames, Journal of Constructional Steel Research, Vol.64, pp.1152-1164. https://doi.org/10.1016/j.jcsr.2008.01.024
- AASHTO (2014) LRFD Bridge Design Specifications, Seventh Edition, Washington, D.C.
- Yoo, H. and Choi, D.H. (2009) Improved System Buckling Analysis of Effective Lengths of Girder and Tower Members in Steel Cable-stayed Bridges, Computers and Structures, Vol.87, No.13-14, pp.847-860. https://doi.org/10.1016/j.compstruc.2009.01.010