Discussion of “Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder” by Methee Chiewanichakorn, Amjad J. Aref, Stuart S. Chen, and II-Sang Ahn
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 132, Issue 2
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References
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American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges, 16th Ed., Section 10.38.3, Washington, D.C.
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American Institute of Steel Construction (AISC). (1986). Manual of steel construction: Load and resistance factor design, 1st Ed., Chicago, 6–168.
Brosnan, D. P., and Uang, C. M. (1995). “Effective width of composite L-beams in buildings.”Engineering Journal, American Institute of Steel Constuction, 32(2), 73–80.
Committee on Design of Steel Building Structures. (1992). “Compendium of design office problems.” J. Struct. Eng., 118(12), 3444–3463.
Elkelish, E. Y. L., and Robinson, H. (1986). “Effective widths of composite beams with ribbed metal deck.” Can. J. Civ. Eng., 13, 575–582.
Johnson, R. P., and Oehlers, D. J. (1982). “Design for longitudinal shear in composite L beams.”Proc. of the Institute of Civil Engineers, (Part 2),73, 147–170.
Oehlers, D. J., and Park, S. M. (1992). “Shear connectors in composite beams with longitudinally cracked slabs.” J. Struct. Eng., 118(8), 2004–2022.
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Published In
Journal of Structural Engineering
Volume 132 • Issue 2 • February 2006
Pages: 321 - 322
Copyright
© 2006 ASCE.
History
Published online: Feb 1, 2006
Published in print: Feb 2006
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