1 |
Girgis, A., Sun, C. and Tadros, M.K. (2002), "Flexural strength of continuous bridge girders-Avoiding the penalty in the AASHTO LRFD specifications", Open Forum: Problems and Solutions, PCI Journal, 47(4), 138-141.
|
2 |
Guyon, Y. (1953), Prestressed Concrete, John Wiley & Sons, New York.
|
3 |
Korea Highway Corporation (1996), Typical Drawings for Highway Construction.
|
4 |
Russell, B.W. (1994), "Impact of high strength concrete on the design and construction of pretensioned girder bridges", PCI Journal, 39(4), 76-89.
DOI
|
5 |
CEB-FIP (1990), Model Code for Concrete Structures: CEB-FIP International Recommendations, Comite Euro- International du Beton, Paris.
|
6 |
Weigel, J.A., Seguirant, S.J., Brice, R. and Khaleghi, B. (2003), "High performance precast, pretensioned concrete girder bridges in Washington state", PCI Journal, 48(2), 28-52.
DOI
|
7 |
Tadros, M.K., Ficenec, J.A., Einea, A. and Holdsworth, S. (1993), "A new technique to create continuity in prestressed concrete members", PCI Journal, 38(5), 30-37.
DOI
|
8 |
Lee, H.W., Kim, M.S. and Lee, Y.D. (2000), "Structural behaviour of the continuous bridge of two spans spliced by using the secondary moment", Proc. European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2000), 1-11.
|
9 |
Pircher, H. (1996), RM-SPACEFRAME rev.5.70, TDV, Graz, Austria.
|
10 |
Abdel-Karim, A.M. and Tadros, M.K. (1992), State-of-the-Art of Precast/Prestressed Concrete Spliced-Girder Bridges, Prestressed/Prestressed Concrete Institute (PCI), Chicago.
|
11 |
VSL (1998), Post-Tensioning System, VSL International LTD., Berne, Switzerland.
|
12 |
Korea Highway Corporation (1997), Drawings for DaeYa Bridge.
|
13 |
Ralls, M.L., Ybanez, L. and Panak, J.J. (1993), "The new Texas U-beam bridges: an aesthetic and economical design solution", PCI Journal, 38(5), 20-29.
|
14 |
Ronald, H.D. (2001), "Design and construction considerations for continuous post-tensioned bulb-tee girder bridges", PCI Journal, 46(3), 44-66.
|
15 |
KSCE (1996), Highway Bridge Design Specifications, Korea Ministry of Construction and Transportation.
|