Discussion of "Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars" by Peter H. Bischoff

Journal of Structural Engineering

Volumn 132, Issue 8, 2006, Pages 1328-1330

  Gilbert, R Lan ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 33746210137     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:8(1328)     Document Type: Note

References (5)

1. American Concrete Institute (ACI). (2002). "Building code requirements for structural concrete." ACI 318-02, ACI, Farmington Hills, Mich.
2. 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).
3. Canadian Standards Association (CSA). (2004). "Design of concrete structures." CSA A23.3-04, CSA, Rexdale (Toronto), Ont., Canada.
4. Gilbert, R. I., and Smith, S. T. (2004). "Strain localization and its impact on the ductility of r.c. slabs containing 500 MPa reinforcement." Proc., 18th Australasian Conf. on the Mechanics of Structures and Materials (ASMSM18), Univ. of Western Australia, Perth, Australia, 811-817.
5. Standards Association of Australia (SAA). (2001). "Australian standard for concrete structures." AS 3600-2001, SAA, Sydney, Australia.