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25 REFERENCES 1. American Association of State Highway and Transportation 9. Terayama, T., F. Seible, and M.J.N. Priestley. "Flexural Officials, AASHTO LRFD Bridge Design Specifications, Sec- Integrity of Cap Column Connections with #18 Bars." Thesis, ond Edition, 1998, and the 1999, 2000, 2001, and 2002 Interim Report No. SSRP-93/08, Department of Applied Mechanics Specifications. and Engineering Sciences, University of California, San Diego 2. Modjeski and Masters, Inc. and Iowa State University. "Inte- (1993). gral Connections of Steel Bridge Structures." Interim Report, 10. Sritharan, S. "Analysis of Concrete Bridge Joints Subjected to NCHRP Project 12-54 (December 1999). Seismic Actions." Ph.D. Dissertation, Department of Applied 3. EERI. "Loma Prieta Earthquake Reconnaissance Report." Earth- Mechanics and Engineering Sciences, University of California, quake Spectra, Special Supplement to Vol. 6 (May 1990). San Diego (1998). 4. Priestley, M.J.N., F. Seible, and G.M. Calvi. Seismic Design 11. Holumbo, J., M.J.N. Priestley, and F. Seible. "Longitudinal and Retrofit of Bridges. New York: John Wiley and Sons (1996). Seismic Response of Precast Spliced-Girder Bridges." Report 5. Priestley, M.J.N. "Assessment and Design of Joints for Single- No. SSRP-98/05, Department of Applied Mechanics and Engi- Level Bridges with Circular Columns." Report No. SSRP-93/02, neering Sciences, University of California, San Diego (1998). Department of Applied Mechanics and Engineering Sciences, 12. Sritharan, S., et al. "Seismic Performance of a Concrete Column/ University of California, San Diego (1993). Steel Cap/Steel Girder Integral Bridge System." Presented at 6. Seible, F., et al. "Full-Scale Bridge Column/Superstructure Con- the Third National Conference and Workshop on Bridges and nection Tests Under Simulated Longitudinal Seismic Loads." Highways, Portland, Oregon (April 2002). Report No. SSRP-94/14, Department of Applied Mechanics and 13. Patty, J., F. Seible, and C. Uang. "Seismic Response of Inte- Engineering Sciences, University of California, San Diego (1994). gral Bridge Connections." Report No. SSRP-2000/16, Struc- 7. Sritharan, S., M.J.N. Priestley, and F. Seible. "Seismic Design tural Systems Research Project, University of California, San and Performance of Concrete Multi-Column Bents for Bridges." Diego (June 2001). Report No. SSRP-94/03, Department of Applied Mechanics and 14. Patty, J., F. Seible, and C. Uang. "Longitudinal Seismic Engineering Sciences, University of California, San Diego (1997). Response of Concrete Substructure to Steel Superstructure 8. Sritharan, S., M.J.N. Priestley, and F. Seible. "Seismic Response Integral Bridge Connections." Presented at the Sixth Caltrans of Column/Cap Beam Tee Connections with Cap Beam Pre- Seismic Workshop, Sacramento, California (June 2001). stressing." Report No. SSRP-96/09, Department of Applied 15. Sritharan, S., M.J.N. Priestley, and F. Seible. (2001) "Seismic Mechanics and Engineering Sciences, University of California, Design and Experimental Verification of Concrete Multiple Col- San Diego (1996). umn Bridge Bents," ACI Structural Journal, 98(3):335346.