Integral Steel Box-Beam Pier Caps (2004)

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25 REFERENCES 1. American Association of State Highway and Transportation Officials, AASHTO LRFD Bridge Design Specifications, Sec- ond Edition, 1998, and the 1999, 2000, 2001, and 2002 Interim Specifications. 2. Modjeski and Masters, Inc. and Iowa State University. “Inte- gral Connections of Steel Bridge Structures.” Interim Report, NCHRP Project 12-54 (December 1999). 3. EERI. “Loma Prieta Earthquake Reconnaissance Report.” Earth- quake Spectra, Special Supplement to Vol. 6 (May 1990). 4. Priestley, M.J.N., F. Seible, and G.M. Calvi. Seismic Design and Retrofit of Bridges. New York: John Wiley and Sons (1996). 5. Priestley, M.J.N. “Assessment and Design of Joints for Single- Level Bridges with Circular Columns.” Report No. SSRP-93/02, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego (1993). 6. Seible, F., et al. “Full-Scale Bridge Column/Superstructure Con- nection Tests Under Simulated Longitudinal Seismic Loads.” Report No. SSRP-94/14, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego (1994). 7. Sritharan, S., M.J.N. Priestley, and F. Seible. “Seismic Design and Performance of Concrete Multi-Column Bents for Bridges.” Report No. SSRP-94/03, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego (1997). 8. Sritharan, S., M.J.N. Priestley, and F. Seible. “Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Pre- stressing.” Report No. SSRP-96/09, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego (1996). 9. Terayama, T., F. Seible, and M.J.N. Priestley. “Flexural Integrity of Cap Column Connections with #18 Bars.” Thesis, Report No. SSRP-93/08, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego (1993). 10. Sritharan, S. “Analysis of Concrete Bridge Joints Subjected to Seismic Actions.” Ph.D. Dissertation, Department of Applied Mechanics and Engineering Sciences, University of California, San Diego (1998). 11. Holumbo, J., M.J.N. Priestley, and F. Seible. “Longitudinal Seismic Response of Precast Spliced-Girder Bridges.” Report No. SSRP-98/05, Department of Applied Mechanics and Engi- neering Sciences, University of California, San Diego (1998). 12. Sritharan, S., et al. “Seismic Performance of a Concrete Column/ Steel Cap/Steel Girder Integral Bridge System.” Presented at the Third National Conference and Workshop on Bridges and Highways, Portland, Oregon (April 2002). 13. Patty, J., F. Seible, and C. Uang. “Seismic Response of Inte- gral Bridge Connections.” Report No. SSRP-2000/16, Struc- tural Systems Research Project, University of California, San Diego (June 2001). 14. Patty, J., F. Seible, and C. Uang. “Longitudinal Seismic Response of Concrete Substructure to Steel Superstructure Integral Bridge Connections.” Presented at the Sixth Caltrans Seismic Workshop, Sacramento, California (June 2001). 15. Sritharan, S., M.J.N. Priestley, and F. Seible. (2001) “Seismic Design and Experimental Verification of Concrete Multiple Col- umn Bridge Bents,” ACI Structural Journal, 98(3):335–346.