Development of LRFD Specifications for Horizontally Curved Steel Girder Bridges (2006)

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24 1. AASHTO (1980). Guide Specifications for Horizontally Curved High- way Bridges. American Association of State Highway and Trans- portation Officials, Inc., Washington, DC. 2. AASHTO (1993). Guide Specifications for Horizontally Curved High- way Bridges. American Association of State Highway and Trans- portation Officials, Inc., Washington, DC. 3. Duwadi, S. R., Hall, D. H., Yadlosky, J. M., Yoo, C. H., and Zureick, A. H. (1995). “FHWA-CSBRP I-Girder Component Testing.” Pro- ceedings of ASCE Structures Congress XIII, Boston, MA, April 2–5, 1995, pp. 1695–1698. 4. Grubb, M. A., and Hall, D. H. (2000). Philosophy and Design of the I-Girder Bending Component Tests. FHWA Curved Steel Bridge Research Project. Report submitted to the FHWA, Turner-Fairbank Highway Research Center, McLean, VA. 5. White, D. W., Jung, S. K., and Chang, C. J. (2002).“Design of Curved Composite Test Bridge,” Report to PSI Inc. and FHWA, December. 6. White, D. W., Zureick, A. H., Phoawanich, N. P., and Jung, S. K. (2001). “Development of Unified Equations for Design of Curved and Straight Steel Bridge I Girders,” Final Report to AISI, PSI, Inc. and FHWA, October. 7. Yoo, C. H., Hall, D. H., and Sabol, S. A. (1995). “Improved Design Specifications for Horizontally Curved Steel-Girder Highway Bridges.” Proceedings of ASCE Structures Congress XIII, Boston, MA, April 2–5, 1995, pp. 1699–1702. 8. Hall, D. H., Grubb, M. A., and Yoo, C. H. (1999). NCHRP Report 424: Improved Design Specifications for Horizontally Curved Steel Girder Highway Bridges, Transportation Research Board, Washington, DC. 9. AASHTO (2003). Guide Specifications for Horizontally Curved Highway Bridges. American Association of State Highway and Transportation Officials, Inc., Washington, DC. 10. AASHTO (2004). AASHTO LRFD Bridge Design Specifications. 3rd ed. American Association of State Highway and Transportation Offi- cials, Inc., Washington, DC. 11. Yoo, C. H. (1996). “Progress Report on FHWA-CSBRP-Task D.” FHWA Contract No. DTFH61-92-C-00136, Auburn University Department of Civil Engineering Interim Report, submitted to HDR Engineering, Inc., Pittsburgh, Office, Pittsburgh, PA, August 1996. 12. Yoo, C. H., and Choi, B. H. (2000).“Literature Search–Horizontally Curved Steel Girder Bridges,” NCHRP 12-52 Quarterly Report, submitted to the Transportation Research Board, Washington, DC, March 2000. 13. Nowak, A. S., Szwed, A., and Galambos, T. V. (2001). “Calibration of LRFD Design Code for Steel Curved Girder Bridges, NCHRP 12- 52.” University of Michigan. 14. Modjeski and Masters (2001). “Revised Proposed Draft Specifica- tions.” NCHRP 12-52 (Phase I) Quarterly Report, submitted to the Transportation Research Board, Washington, DC, December. 15. Modjeski and Masters (2001). “LRFD Design Example–Horizon- tally Curved Steel I-Girder Bridge.” NCHRP 12-52 Quarterly Report, submitted to the Transportation Research Board, Washing- ton, DC, September. 16. Modjeski and Masters (2001). “LRFD Design Example–Horizon- tally Curved Steel Box Girder Bridges.” NCHRP 12-52 Quarterly Report, submitted to the Transportation Research Board, Washing- ton, DC, December. 17. Zureick, A., Naqib, R., and Yadlosky, J. M. (1994). “Curved Steel Bridge Research Project.” Interim Report I,“synthesis,”FHWA Con- tract No. DTFH61-93-C-00136, FHWA, McLean, VA, December. 18. Nowak, A. S. (1995). “Calibration of LRFD Bridge Code,” ASCE Journal of Structural Engineering, Vol. 121, No. 8, pp. 1245–1251. 19. Nowak,A. S. (1999). NCHRP Report 368: Calibration of LRFD Bridge Design Code, Transportation Research Board, Washington, DC. 20. White D. W., Zureick, A. H., and Phoawanich, N. (2001).“Develop- ment of Unified Equations for Design of Curved and Straight Steel Bridge I-Girders,” American Iron and Steel Institute and Federal Highway Administration, presentation. 21. AASHTO (2002). Standard Specifications for Highway Bridges. 17th ed. American Association of State Highway and Transportation Officials, Inc., Washington, DC. 22. Ontario Ministry of Transportation and Communications (1991). Ontario Highway Bridge Design Code. OHBDC, 3rd Edition Downs- view, Ontario. 23. Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). “Development of a Probability Based Load Criterion for American National Standard A58,” NBS Special Publication 577, National Bureau of Standards, Washington, DC. 24. Nowak, A. S. (1993). “Live Load Model for Highway Bridges,” Jour- nal of Structural Safety, Vol. 13, Nos. 1+2, December, pp. 53–66. 25. Hwang, E. S., and Nowak, A. S. (1991). “Simulation of Dynamic Load for Bridges,” ASCE Journal of Structural Engineering, Vol. 117, No. 5, May, pp. 1413–1434. 26. Nassif, H. and Nowak, A. S. (1995). “Dynamic Load Spectra for Girder Bridges,” Transportation Research Record 1476, Transporta- tion Research Board, pp. 69–83. 27. Kim, S.-J., and Nowak, A. S. (1997).“Load Distribution and Impact Factors for I-Girder Bridges,” ASCE Journal of Bridge Engineering, Vol. 2, No. 3, August, pp. 97–104. References