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Feb 1, 2006

Closure to “Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder” by Methee Chiewanichakorn, Amjad J. Aref, Stuart S. Chen, and Il-Sang Ahn

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Publication: Journal of Structural Engineering
Volume 132, Issue 2
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References

American Association of State Highway and Transportation Officials (AASHTO). 1998. AASHTO LRFD bridge design specifications, 2nd Ed., Washington, D.C.
American Concrete Institute (ACI). (2002). Building code provisions for structural concrete (ACE 318-02) and commentary (ACI 318R-02), Detroit.
British Standards Institution (BSI). (1979). “Code of practice for design of composite bridges (Part 5).” BS 5400 Steel, Concrete and Composite Bridges, British Standards Institution, London.
Brosnan, D. P., and Uang, C. M. (1995). “Effective width of composite L-beams in buildings.” AISC engineering Journal, 32(2), 73–80.
Canadian Standards Association (CSA). (2000). “Canadian highway bridge design code.” CAN/CSA-S6-00, CSA International, Toronto.
Chen, S. S., Aref, A. J., Ahn, I.-S., and Chiewanichakorn, M. (2002). “Comparative study of effective flange width specifications for composite steel bridges.” Conf. Proc., Int. Bridge Conf., Engineers' Society of Western Pennsylvania, CD-ROM, Paper No. IBC-02–31, Pittsburgh.
Chen, S. S., Aref, A. J., Ahn, I.-S., and Chiewanichakorn, M. (2005). “Effective flange width provisions for composite steel bridges.” Conf. Proc., Int. Bridge Conf., Engineers' Society of Western Pennsylvania, CD-ROM, Paper No. IBC-05–23, Pittsburgh.
Chiewanichakorn, M. (2005). “Intrinsic method of effective flange width evaluation for steel-concrete composite bridges.” Ph.D. dissertation, Buffalo—State Univ. of New York, Buffalo, New York.
Daniels, J. H., and Fisher, J. W. (1967). “Shear connector design for highway bridges: Static behavior of continuous composite beams.” Fritz Engineering Laboratory Rep. No. 324.2, Lehigh Univ., Bethlehem, Pa.
Eurocode 4. (2000). “Design of composite steel and concrete structures, Part 2: Composite bridges German version ENV 1994-2:1997).” European Committee for Standardisation, London.
Japan Road Association (JRA). (1996). “Design specifications for highway bridges (Part II—Steel Bridges).” Japan Road Association, Tokyo.
Johnson, R. P., and Anderson, D. (1993). Designers’ handbook to Eurocode 4 (Part 1.1: Design of composite steel and concrete structure), Thomas Telford, London.
Kathol, S., Azizinamini, A., and Luedke, J. (1995). “Strength capacity of steel girder bridges.” Technical Rep., Nebraska Dept. of Roads, Lincoln, Nebraska.
Nassif, H. N., Abu-Amra, T., and El-Tawil, S. (2005). “Effective flange width criteria for composite steel girder bridges.” Transportation Research Board 84th Annual Meeting, CD-ROM, Paper No. 05–2477, Washington, D.C.
National Cooperative Highway Research Program (NCHRP). (2005). “Effective slab width for composite steel bridge members.” NCHRP Report 543, Transportation Research Board, Washington, D.C.
Oehlers, D. J., and Coughlan, C. G. (1986). “The shear stiffness of stud shear connectors in composite beams.” J. Constr. Steel Res., 6, 273–284.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 2February 2006
Pages: 322 - 324

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Published online: Feb 1, 2006
Published in print: Feb 2006

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Methee Chiewanichakorn [email protected]
Postdoctoral Research Associate, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: [email protected]
Amjad J. Aref [email protected]
Associate Professor, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: [email protected]
Stuart S. Chen [email protected]
Associate Professor, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: [email protected]
Il-Sang Ahn [email protected]
Postdoctoral Research Associate, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: [email protected]

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