The inverted tee shallow bridge system for rural areas

PCI Journal

Volumn 41, Issue 5, 1996, Pages 28-43

  Kamel, Mounir R ^a   Tadros, Maher K ^a  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BRIDGES; CONCRETE CONSTRUCTION; PRECAST CONCRETE; PRESTRESSED CONCRETE; STRUCTURAL ANALYSIS;

CAST IN PLACE TOPPING; PRECAST INVERTED TEE SYSTEM; SPAN TO DEPTH RATIO;

COMPOSITE BRIDGES;

EID: 0030230660     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.09011996.28.42     Document Type: Article

References (15)

1. Dunker, K. F., and Rabbat, B. G., "Performance of Highway Bridges," Concrete International, V. 12, No. 8, August 1990, pp. 40-13.
2. Dunker, K. F., and Rabbat, B. G., "Performance of Prestressed Concrete Highway Bridges in the United States - The First 40 Years," PCI JOURNAL, V. 12, No. 8, May-June 1992, pp. 48-64.
3. Tokerud, R., "Precast Prestressed Concrete Bridges for Low-Volume Roads," PCI JOURNAL, V. 24, No. 4, July-August 1979, pp. 42-56.
4. "Design Studies and Loading of Prestressed Concrete Beams," Research Report No. 4. State of Ohio Department of Transportation, Columbus, OH, January 1954.
5. AASHTO. Standard Specifications for Highway Bridges, Sixteenth Edition, American Association of State Highway and Transportation Officials, Washington, D.C., 1996.
6. Geren, K. L., and Tadros, M. K., "Optimization of Precast/Prestressed Concrete Bridge I-Girders," PCI JOURNAL, V. 39, No. 3, May-June 1994, pp. 27-39.
7. United States Gypsum Company, P.O. Box 806278, Chicago, IL 60680, Systems Folder SA-932, 1996 Edition.
8. AASHTO, LRFD Bridge Design Specifications, First Edition, American Ass sociation of State Highway and Transportation Officials, Washington, D.C., 1994.
9. Kamel, M. R., "Innovative Precast Concrete Composite Bridge Systems," Ph.D. Thesis, Department of Civil Engineering, University of Nebraska-Lincoln, Omaha, NE, May 1996.
10. Tadros, M. K., Ficenec, J. A., Einea, A., and Holdsworth, S., "A New Technique to Create Continuity in Prestressed Concrete Members," PCI JOURNAL, V. 38, No. 5, September-October 1993, pp. 30-37.
11. Ficenec, J. A., Kneip, S. D., Tadros, M. K., and Fischer, L. G., "Prestressed Spliced I-Girders: Tenth Street Viaduct Project, Lincoln, Nebraska," PCI JOURNAL, V. 38, No. 5, September-October 1993, pp. 38-48.
12. Skogman, Brian C., Tadros, Maher K., and Grasmick, Ronald, "Ductility of Reinforced awl Prestressed Concrete Flexural Members," PCI JOURNAL, V. 33, No. 6, November-December 1988, pp. 94-107.
13. CREEP3, Computer software developed by Professor M. Tadros, University of Nebraska-Lincoln, Omaha, NE.
14. Tadros, M. K., Ghali, A., and Dilger, W. H., "Time-Dependent Analysis of Composite Frames," Journal of Structural Division, American Society of Civil Engineers, V. 103, No. ST4, April 1977, pp. 871-884.
15. Standard Plans of Highway Bridges, Nebraska Department of Roads, Lincoln, NE, 1996.