Experimental behavior of jacketed reinforced concrete beams

Journal of Structural Engineering

Volumn 126, Issue 6, 2000, Pages 692-699

  Cheong, H K ^a   MacAlevey, N ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0012619977     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:6(692)     Document Type: Article

References (7)

1. American Concrete Institute (ACI). (1989). "Building code requirements for reinforced concrete." ACI 318-89.
2. American Concrete Institute (ACI). (1992). "Guide for the use of preplaced aggregate concrete for structural and mass concrete applications." ACI Committee 304, ACI Manual of Concrete Practice, Part 3, Detroit, Mich, 1-19.
3. Bobrowski, J. (1982). "Origins of safety in concrete structures." PhD thesis, University of Surrey, U.K.
4. Climaco, J. C. T. S. (1990). "Repair of structural concrete involving the addition of new concrete." PhD thesis, Council for Nat. Academic Awards, Polytechnic of Central London, U.K.
5. Kotsovos, M. D., and Bobrowski, J. (1993). "Design model for structural concrete based on the compressive force path." ACI Struct. J., 90(1), 12-20.
6. Liew, S. C., and Cheong, H. K. (1989). "Experimental and analytical study of upgraded reinforced concrete beams." Rep. on Appl. Res. Proj. RP 5/86, Nanyang Technological Institute, Singapore.
7. MacAlevey, N. F. (1997). "Structural upgrading of reinforced concrete beams." PhD thesis, Nanyang Technological University, Singapore.