참고문헌
- 이두성(2004) 휨과 전단의 상호작용을 고려한 강곡선 플레이트거더 복부판의 극한거동. 공학박사학위논문 동국대학교
- 이성철, 이두성, 박찬식(2004) 강곡선거더교 복부판의 전단강도에 관한 연구. 2004 대한토목학회 학술발표회 구두논문집
- 한국도로교통협회(2005) 도로교 설계기준
- AASHTO (2002) Standard Specifications for Highway Bridges, 17th ed. American Association of State Highway and Transportation Officials, Washington DC
- AASHTO (2003) AASHTO Guide Specifications for Horizontally Curved Steel Girder Highway Bridges, American Association of State Highway and Transportation Officials, Washington DC
- AASHTO (2004) LRFD Bridge Design Specifications for Highway Bridges, 3rd ed. American Association of State Highway and Transportation Officials, Washington DC
- Basler, K. (1963) Strength of plate girders in shear. Journal of Structure Division, ASCE, 87(ST7), pp. 151-180
- Batdorf, S. B., Stein, M., and Schildcrout, M. (1947) Critical shear stress of curved rectangular plates. NACA TN No.1342, National Advisory Committee for Aeronautics, Washington, D.C.
- Culver, C.G. and Dyme, L.D. (1972) Elastic buckling of stiffened plates. J. Struc. Divis., ASCE, Vol. 98, No. ST11, pp. 2641-2645
- Culver, C.G., Dyme, L.D., and Uddin, T. (1973) Web slenderness requirements for curved girders. J. Struct. Div., ASCE, 99(3), pp.417-430
- Galambos, T. V. (1998) Guide to Stability Design Criteria for Metal Structures, 5th Ed., Structure Stability Research Council, McGraw-Hill, New York, NY
- Mariani, N., Mozer, J.D., Dyme, C.L., and Culver, C.G. (1973) Transverse stiffener requirements for curved webs. J. Struct. Div., ASCE. 99(4), pp. 757-771
- Mozer, J., Cook, J., and Culver, C.G. (1975a) Horizontally curved highway bridges, stability of curved plate girders-Part 3. Contract No. FH-11-7389, Federal Highway Administration, Washington, D.C., 1-111
- Mozer, J., Ohlson, R., and Culver, C.G. (1971) Horizontally curved highway bridges -stability of curved plate girders. Rep. No. P2, Res. Proj. PR-2(111), Carnegie-Mellon University, Pittsburgh
- Mozer, J., Ohlson, R., and Culver, C.G. (1975b) Horizontally curved highway bridges, stability of curved plate girders-Part 2. Contract No. FH-11-7389, Federal Highway Administration, Washington, D.C., 1-121
- Nakai, H., Kitada, T., and Ohminami, R. (1984a) Experimental study on ultimate strength of web panels in horizontally curved girder bridges subjected to bending, shear, and their combinations. Proc. SSRC 1984, Annu. Tech. Session and Meeting, Structural Stability Research Council, San Francisco, 91-101
- Nakai, H., Kitada, T., Ohminami, R. and Fukumoto, K. (1984b) Experimental study on shear strength of horizontally curved plate girders. Proc. Japanese Soc. Of Civ. Engrs., Tokyo, 281-290 (in Japanese)
- Phoawanich, N., Park, J.Y., White, D.W., and Zureick, A.H. (2002) Shear Strength of Horizotally Curved Steel I-Girders Experimental Tests. Project Report, Curved Steel Bridge Research Project, FHWA
- Shanmugam, N.E., Mahendrakumar, M. and Thevendran, V. (2003) Ultimate load behavior of horizontally curved plate girders. Journal of Constructional Steel Research, Elsevier Science, Vol. 59, pp. 509-529 https://doi.org/10.1016/S0143-974X(02)00043-3
- Stein, M., and Yeager, D.J. (1949) Critical shear stress of curved rectangular panel with a central stiffener. NACA TN No.1972, National Advisory Committee for Aeronautics, Washington, D.C.
- Sung, C. Lee, and Chai H. Yoo (1998) Strength of Plate Girder Web Panels under Pure Shear. Journal of Structural Engineering, ASCE, Vol. 124, No. 2
- Sung. C. Lee and Chai H. Yoo (1999a) Experimental Study on Ultimate Shear Strength of Web Panels. J. Structual Engineering, ASCE, Vol. 125, No. 8, pp. 838-846 https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(838)
- Sung. C. Lee and Chai H. Yoo (1999b) Strength of Curved I-Girder Web panels under Pure Shear. ASCE, J. Structual Engineering, Vol. 125, No. 8, pp.847-853 https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(847)
- Yoo, C.H. (1996) Progress report on FHWA-CSBRP-Task D. FHWA Contract No. DTFH61-92-C-0036, Auburn University. Department of Civil Engineering Interim Report submitted to HDR Engineering, Inc., Pittsburgh Office, Pittsburgh, Pa.