Flexure and Shear Interaction in Steel I-Girders

Journal of Structural Engineering - Tập 139 Số 11 - Trang 1882-1894 - 2013
Sung Chul Lee1, Doo S. Lee2, Chai H. Yoo3
1Professor, Dept. of Civil and Environmental Engineering, Dongguk Univ., Seoul 100-715, Korea.
2Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Dongguk Univ., Seoul 100-715, Korea.
3Professor Emeritus, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337 (corresponding author).

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Tài liệu tham khảo

AASHTO. (2004). AASHTO LRFD bridge design specifications, 3rd Ed., Washington, DC.

AASHTO. (2010). AASHTO LRFD bridge design specifications, 5th Ed., Washington, DC.

AASHTO/American Welding Society. (2010). “Bridge welding code.” D1.5M/D1.5:2010 Washington DC.

ADINA 8.1 [Computer software]. Watertown MA ADINA R&D.

AISC. (2005). Specification for structural steel buildings, steel construction manual, 13th Ed., Chicago.

10.1061/JSDEAG.0000698

Basler K. Mueller J. A. Thurlimann B. and Yen B. T. (1960). “Web buckling tests on welded plate girders.” Welding Research Council Bulletin No. 64 Welding Research Council New York.

European Committee for Standardization (CEN). (2003). “Design of steel structures—Part 1-1: General rules and rules for building.” Eurocode 3 Brussels Belgium.

European Committee for Standardization (CEN). (2006). “Design of steel structures—Part 1-5: Plated structural elements.” Eurocode 3 Brussels Belgium.

Fujii T. (1971). “A comparison between theoretical values and experimental results for ultimate shear strength of plate girders.” IABSE Colloquium Int. Association for Bridge and Structural Engineering (IABSE) Zurich Switzerland.

Lyse, I., and Godfrey, H. J. (1935). “Investigation of web buckling in steel beams.” Trans. ASCE, 100(1), 675–695.

Nishino F. and Okumura T. (1968). “Failure tests of plate girders using large-sized models.” IABSE 8th Congress Final Rep . Int. Association for Bridge and Structural Engineering Zurich Switzerland.

Okumura, T., et al. (1967). “Failure tests on plate girders.” Structural Engineering Laboratory Rep., Dept. of Civil Engineering, Univ. of Tokyo, Tokyo.

Porter, D. M., Rockey, K. C., and Evance, H. R. (1975). “The ultimate load behavior of plate girders loaded in shear.” J. Struct. Div., 53(8), 313–325.

Rush C. B. (2001). “Experimental tension field action behavior in HPS plate girders.” M.S. thesis Univ. of Missouri-Columbus Columbia MO.

Vincent, G. S. (1969). “Tentative criteria for load factor design of steel highway bridges.” AISI Bulletin No. 15, American Iron and Steel Institute, New York, 1–65.

White, D. W., Barker, M., and Azizinamini, A. (2004). “Shear strength and moment-shear interaction in transversely-stiffened steel I-girders.” Structural Engineering, Mechanics and Material Rep. No. 27, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.

Zentz A. (2002). “Experimental moment-shear interaction and TFA behavior in hybrid plate girders.” M.S. thesis Univ. of Missouri-Columbus Columbia MO.