Enhancing seismic performance of bridge cap beam-to-column joints using prestressing

PCI Journal

Volumn 44, Issue 4, 1999, Pages 74-91

  Sritharan, S ^a   Priestley, M J Nigel ^a   Seible, Frieder ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); CONCRETE BRIDGES; JOINTS (STRUCTURAL COMPONENTS); REINFORCEMENT; SEISMOLOGY; STRUCTURAL LOADS;

BRIDGE CAP BEAM TO COLUMN JOINTS;

PRESTRESSING;

EID: 0032592656     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.07011999.74.91     Document Type: Article

References (26)

1. Housner, G. W. (Editor), Competing Against Time, Report to Governor George Deukmejian from the Governor's Board of Inquiry on the 1989 Loma Prieta Earthquake, CA, May 1990, 264 pp.
2. Earthquake Engineering Research Institute, "Loma Prieta Earthquake Reconnaissance Report," Earthquake Spectra, Special Supplement to V. 6, May 1990, 448 pp.
3. Roberts, J. E., "Research Based Seismic Design and Retrofit of California Bridges," First Annual Seismic Research Workshop, California Department of Transportation, Division of Structures, Sacramento, CA, 1991.
4. Priestley, M. J. N., Seible, F., and Calvi, M., Seismic Design and Retrofit of Bridges, John Wiley & Sons, New York, NY, 1996, 686pp.
5. Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, New York, NY, 1975, 769 pp.
6. Sritharan, S., Priestley, M. J. N., and Seible, F., "Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Prestressing," Structural Systems Research Report No. SSRP 96/09, University of California at San Diego, La Jolla, CA, December 1996, 296pp.
7. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95)," American Concrete Institute, Farmington Hills, MI, 1995.
8. Standards Association of New Zealand, Code of Practice for the Design of Concrete Structures, NZS 3101 Part 1 and Part 2, Wellington, New Zealand, 1995.
9. AASHTO, Standard Design Specifications for Highway Bridges, American Association of State Highway and Transportation Officials, Washington, D.C., 1989.
10. Caltrans, Bridge Design Specifications, California Department of Transportation, State of California, Sacramento, CA, 1993.
11. Ingham, J. M., "Seismic Performance of Bridge Knee Joints," Doctoral Dissertation, Division of Structural Engineering, University of California at San Diego, La Jolla, CA, 1995, 511 pp.
12. Sritharan, S., "Analysis of Concrete Bridge Joints Subjected to Seismic Actions," Doctoral Dissertation, Division of Structural Engineering, University of California at San Diego, La Jolla, CA, 1998, 407pp.
13. Priestley, M. J. N., "Assessment and Design of Joints for Single-Level Bridges with Circular Columns," Structural Systems Research Report No. SSRP 93/02, University of California at San Diego, La Jolla, CA, February 1993, 62 pp.
14. Ingham, J. M., Priestley, M. J. N., and Seible, F., "Seismic Response of Bridge Knee Joints Having Columns with Interlocking Spirals," Bulletin of the New Zealand National Society for Earthquake Engineering, V. 30, No. 2, 1997, pp. 114-132.
15. Ingham, J. M., Priestley, M. J. N., and Seible, F., "Cyclic Response of Bridge Knee Joints with Circular Columns," Journal of Earthquake Engineering, V. 2, No. 3, 1998, pp. 357-390.
16. Sritharan, S., Priestley, M. J. N., and Seible, F., "Seismic Design and Performance of Concrete Multi-Column Bents for Bridges," Structural Systems Research Report No. SSRP 97/03, University of California at San Diego, La Jolla, CA, June 1997, 331 pp.
17. Zelinski, R., "Seismic Design Memo: Various Topics -Preliminary Guidelines," Seismic Technology Section, California Department of Transportation, Sacramento, CA, 1995.
18. "Improved Seismic Design Criteria for California Bridges: Provisional Recommendations," ATC-32, Applied Technology Council, Redwood City, CA, 1996.
19. Sritharan, S., Ingham, J. M., Priestley, M. J. N., and Seible, F., "Bond Slip of Bridge Column Reinforcement Anchored in Cap Beams," ACI Special Volume on Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely, ACI SP-180, American Concrete Institute, Farmington Hills, MI, pp. 319-345.
20. AASHTO, Standard Design Specifications for Highway Bridges, Sixth Edition, American Association of State Highway and Transportation Officials, Washington, D. C., 1996.
21. Holombo, G. J., Priestley, M. J. N., and Seible, F., "Continuity of Precast Spliced Girder Bridges Under Longitudinal Seismic Response," submitted to the PCI JOURNAL for publication consideration.
22. MacRae, G. A., Priestley, M. J. N., and Seible, F., "Santa Monica Viaduct Retrofit -Large-Scale Column-Cap Beam Joint Transverse Test, Preliminary Report," Structural System Research Project TR-94/02, University of California at San Diego, La Jolla, CA, August 1994, pp. 117.
23. Priestley, M. J. N., Seible, F., MacRae, G. A., and Chai, Y. H., "Seismic Assessment of the Santa Monica Viaduct Bent Details," ACI Structural Journal, V. 94, No. 5, September-October 1997, pp. 513-524.
24. Lowes, L. N., and Moehle, J. P., "Seismic Behavior and Retrofit of Older Reinforced Concrete Bridge T-Joints," Report No. UCB/EERC-95/09, Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA, September 1995, 123 pp.
25. Mander, J. B., Priestley, M. J. N., and Park, R., "Theoretical Stress-Strain Model for Confined Concrete," Journal of the Structural Division, American Society of Civil Engineers, V. 114, No. 8, August 1988, pp. 1804-1826.
26. Sritharan, S., Priestley, M. J. N., and Seible, F., "Nonlinear Finite Element Analyses of Concrete Bridge Joint Systems Subjected to Seismic Actions," submitted for publication in Journal: Finite Elements in Analysis and Design.