REFERENCE 
1. Aziz, E.M, and Edwards, A.D. (1966)," Some aspects of economics of continuous 
prestressed concrete bridge girders," The structural Engineer, No:2, Vol 44, PP 49-54 
2. Boyle, J.M. (1989). "Interactive engineering systems design: A study for Artificial 
intelligence applications." Artificial Intelligence in Engineering, 4, 2, pp. 58-69. 
3. BS 5400/ Part 2 (1978). Steel, concrete and composite bridges: Specification for 
Loads. British Standards Institution, London. 
4. Burgoyne, C.J. (1988a). Cable design for continuous prestressed concrete bridges. 
Proc. Instn Civ. Engrs, Part 2, 85, March, pp. 161-184. 
5. Burgoyne, C.J. (1988b). Automated determination of concordant profiles. Proc. 
Institution of CivilEnginers, Part 2, 85, June, pp. 333-352. 
6. Clark, L.A. (1983). Concrete Bridge Design to BS 5400. Construction press, New York 
7. Cohn, M. Z.,and Frostig, Y., Nonlinear analysis of continuous prestressed concrete 
beams, Procs, Int. Symp. on Nonlinearity and Continuity in Prestressed Concrete, Vol 2: 
Hyperstatic structures: Nonlinear analysis, 45-76, Waterloo, Ontario, Canada (1983). 
8. Cope, R. J. and Bungey, J.H. (1975). "Examples of computer usage in bridge design", 
Journal of Structural Engineering, American Society of Civil Engineering, Vol. 101, 
No. ST4, April, pp. 779-793 
9. Ganga Rao, H.V.S., and Zelina, T.R. (1988), 'Development of economical low volume 
Road bridges' , Journal of structural Engineering, A.S.C.E., Vol. 114 No. 9, ppl941-
1961 
10. Gee, A.F. , "Bridge winners and losers", The Structural Engineer, Vol 65A, No. 4, pp 
141-145, 1987. 
11. Gilbert, R.I. and Mickleborough, N.C. (1990). Design of prestressed concrete. 
Unwin Hyman, London. 
74 
12. Lin, T.Y. (1963), Load balancing method for design and analysis of prestressed concrete 
structures. Journal of American Concrete Institute, June. 
13. Lin, T.Y. and Burns, N.D. (1981), Design of prestressed concrete structures. John 
Wiley and Sons, New York. 
14. Low, A.M. (1983), Prestress design for continuous members. Arup Journal, 18, 1, April, 
18-21. 
15. Mattock, A. H., Yamazoki, J and Kattula, B. T., Comparative study of prestressed 
concrete beams, with and without bond, ACI Journal, 68/2, 116-125, 1971. 
16. Naaman, A. (1982), Prestressed concrete analysis and design - fundamentals 
McGraw-Hill, New York. 
17. O'Brien, E.J. and Dixon, S.A.(1995,. Reinforced and prestressed concrete design - The 
complete process. Longman Scientific and Technical, England. 
18. Podolny, W. and Muller, J.M.(1982), Construction and design of prestressed concrete 
segmental bridges. John Wiley and Sons, New York. 
19. Sawko, F(l978),. Eds Developments in prestressed concrete, Vol. 2, Applied Science 
Publishers, London. 
20. Swann, R.A. (1972) A feature survey of concrete box spine-beam bridges. Technical 
report - 42.469, Cement and Concrete Association, London. 
21. BS 5400/2, Code of practice for Design of Concrete Bridges, British Standards 
Institution, London, 1978. 
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