Discussion of “Effective Slab Width Definition for Negative Moment Regions of Composite Bridges” by Amjad J. Aref, Methee Chiewanichakorn, Stuart S. Chen, and II-Sang Ahn
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VIEW THE ORIGINAL ARTICLEAuthor: Shiming ChenAuthor Affiliations
Publication: Journal of Bridge Engineering
Volume 13, Issue 4
1084-0702(2008)13:4(425)/asset/c7cb113f-f24d-40b5-9b20-b37f45cf835c/assets/(asce)1084-0702(2008)13:4(425).fp.png)
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References
AASHTO. (1998). LRFD bridge design specifications, American Association of State Highway and Transportation Officials, Washington, D.C.
Amadio, C., Fedrigo, C., Fragiacomo, M., and Macorini, L. (2002). “Experimental evaluation of effective width in steel-concrete composite beams.” J. Constr. Steel Res., 60(2), 199–220.
Castro, J. M., Elghasouli, A. Y., and Izzuddin, B. A. (2007). “Assessment of effective slab widths in composite beams.” J. Constr. Steel Res., 63(10), 1317–1327.
European Committee for Standardization (CEN). (2004). EN 1994–1-1, Eurocode 4: Design of composite steel and concrete structures. Part 1.1: General rules for buildings, Brussels.
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Journal of Bridge Engineering
Volume 13 • Issue 4 • July 2008
Pages: 425 - 426
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© 2008 ASCE.
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Published online: Jul 1, 2008
Published in print: Jul 2008
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Shiming Chen
Professor, School of Civil Engineering, Tongji Univ., No. 1239, Siping Rd., Shanghai, China 200092. E-mail: [email protected]
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