Discussion of “Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars” by Peter H. Bischoff
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 132, Issue 8
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References
American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02, ACI, Farmington Hills, Mich.
Branson, D. E. (1965). “Instantaneous and time-dependent deflections of simple and continuous reinforced concrete beams.” APR Rep. No. 7, Part I, Alabama Highway Dept., Bureau of Public Roads, Ala. (Dept. of Civil Engineering and Auburn Research Foundation, Auburn Univ., Aug. 1963).
Canadian Standards Association (CSA). (2004). “Design of concrete structures.” CSA A23.3-04, CSA, Rexdale (Toronto), Ont., Canada.
Gilbert, R. I., and Smith, S. T. (2004). “Strain localization and its impact on the ductility of r.c. slabs containing reinforcement.” Proc., 18th Australasian Conf. on the Mechanics of Structures and Materials (ASMSM18), Univ. of Western Australia, Perth, Australia, 811–817.
Standards Association of Australia (SAA). (2001). “Australian standard for concrete structures.” AS 3600-2001, SAA, Sydney, Australia.
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© 2006 ASCE.
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Published online: Aug 1, 2006
Published in print: Aug 2006
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Professor and Head, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, 2052, Australia. E-mail: [email protected]
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