Lumped-plasticity models for performance simulation of bridge columns

ACI Structural Journal

Volumn 105, Issue 3, 2008, Pages 270-279

  Berry, Michael P ^a   Lehman, Dawn E ^b   Lowes, Laura N ^b  

^a Montana State University   (United States)

^b University of Washington   (United States)

Author keywords

Bridge columns; Damage; Design; Drift; Plastic rotation; Plastic hinge length; Strain

Indexed keywords

BRIDGES; BUCKLING; COMPUTATIONAL METHODS; FAILURE ANALYSIS; PLASTICITY; SEISMIC DESIGN; STIFFNESS;

BRIDGE COLUMNS; PERFORMANCE-BASED EARTHQUAKE ENGINEERING;

COLUMNS (STRUCTURAL);

EID: 44449151589     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (35)

1. California Department of Transportation, Seismic Design Criteria, Version 1.3, Caltrans, Sacramento, CA, 2004, 101 pp.
2. Priestley, M. J. N.; Seible, F.; and Calvi, G. M., Seismic Design and Retrofit of Bridges, Wiley Interscience, New York, 1996, 704 pp.
3. Yashinsky, M., Damage to Bridges and Highways from the Northridge Earthquake, California Division of Mines and Geology, Sacramento, CA, 1995.
4. Ranf, T.; Eberhard, M.; and Malone, S., "Post-Earthquake Prioritization of Bridge Inspection," Earthquake Spectra, EERI, Feb. 2007, pp. 131-146.
5. Applied Technology Council, "Bridge Damage Evaluation Data for California," ATC-13 Report, Redwood City, CA, 1985.
6. Applied Technology Council, "Improved Seismic Design Criteria for California Bridges: Provisional Recommendations," ATC-32 Report, Applied Technology Council, Redwood City, CA, 1996, 365 pp.
7. Cornell, A., and Krawinkler, H., "Progress and Challenges in Seismic Performance Assessment," PEER News, Apr. 2000, 2 pp.
8. Applied Technology Council, "Engineering Demand Parameters for Structural Framing Systems," ATC-58 Project Task Report, Phase 2, Task 2.2, Redwood City, CA, 2004.
9. Berry, M., and Eberhard, M. O., "Estimating Flexural Damage in Reinforced Concrete Columns," PEER Research Report, University of California-Berkeley, Berkeley, CA, 2003, 162 pp.
10. Lehman D. E.; Moehle, J. P.; Mahin, S. A.; Calderone, A. C.; Henry, H., "Experimental Evaluation of Seismic Design Provisions for Circular Reinforced Concrete Columns," Journal of Structural Engineering, ASCE, V. 130, No. 6, 2004, pp. 869-879.
11. Berry, M., and Eberhard, M. O., "Practical Performance Model for Bar Buckling," Journal of Structural Engineering, ASCE, V. 131, No. 7, 2005, pp. 1060-1070.
12. Pagni, C. A., and Lowes, L. N., "Fragility Functions for Older Reinforced Concrete Beam-Column Joints," Earthquake Spectra, V. 22, No. 1, 2006, pp. 215-238.
13. Pagni, C. A., "Modeling of Structural Damage of Older Reinforced Concrete Components," MS thesis, University of Washington, Seattle, WA, 2003, 124 pp.
14. Lehman, D. E.; Elkin, S. J.; Nacamuli, A. M.; and Moehle, J. P., "Repair of Earthquake-Damaged Bridge Columns," ACI Structural Journal, V. 98, No. 2, Mar.-Apr. 2001, pp. 233-242.
15. Alire, D. A., "Seismic Evaluation of Existing Unconfined Reinforced Concrete Beam-Column Joints," MSCE thesis, University of Washington, Seattle, WA, 2002, 250 pp.
16. ATC/MCEER Joint Venture, "Recommended LRFD Guidelines for the Seismic Design of Highway Bridges," ATC-49 Report, Part I: Specifications, Redwood City, CA, 2003.
17. ATC/MCEER Joint Venture, "Recommended LRFD Guidelines for the Seismic Design of Highway Bridges, ATC-49 Report, Part II: Commentary and Applications, Redwood City, CA, 2003.
18. Kunnath, S.; El-Bahy, A.; Taylor, A.; and Stone, W., "Cumulative Seismic Damage of Reinforced Concrete Bridge Piers," NCEER Report 97-0006, Buffalo, NY, 1997.
19. Moyer, M., and Kowalsky, M., "Influence of Tension Strain on Buckling of Reinforcement in RC Bridge Columns," Research Report, Department of Civil Engineering, North Carolina State University, Raleigh, NC, 2001.
20. Berry, M.; Parish, M.; and Eberhard, M., "PEER Structural Performance Database User's Manual," PEER Research Report, University of California-Berkeley, Berkeley, CA, 2004, http:/ /nisee.berkeley.edu/spd.
21. Lehman, D. E., and Moehle, J. P., "Performance-Based Seismic Design of Well-Confined Concrete Columns," PEER Research Report 1998/01, University of California-Berkeley, Berkeley, CA, 2000, 316 pp.
22. Scott, M., and Fenves, G., "Plastic-Hinge Integration Methods for Force-Based Beam-Column Elements," Journal of Structural Engineering, ASCE, V. 132, No. 2, pp. 244-252.
23. OpenSees, Version 1.7-0, http://opensees.berkeley.edu, accessed Jan. 18, 2005.
24. Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley and Sons, Inc., New York, 1975, 744 pp.
25. American Society of Civil Engineers, "FEMA 356: Prestandard and Commentary for the Seismic Rehabilitation of Buildings," Federal Emergency Management Agency, Washington, DC, 2000.
26. SAP2000, Version 10.0.9, Computers and Structures, 2006, http:// www.csiberkeley.com.
27. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (318R-05)," American Concrete Institute, Farmington Hills, MI, 2005, 430 pp.
28. Popovics, S., "A Numerical Approach to the Complete Stress Strain Curve for Concrete," Cement and Concrete Research, V. 3, No. 5, 1973, pp. 583-599.
29. Mander, J. B.; Priestley, M. J. N.; and Park, R., "Theoretical Stress-Strain Model for Confined Concrete," Journal of Structural Engineering, ASCE, V. 114, No. 8, 1988, pp. 1804-1825.
30. Berry, M., "Performance Modeling Strategies for Modern Reinforced Concrete Bridge Columns," PhD dissertation, University of Washington, Seattle, WA, 2006, 159 pp.
31. Sawyer, H. A., "Design of Concrete Frames for Two Failure States," Proceedings of the International Symposium on the Flexural Mechanics of Reinforced Concrete, 1964, pp. 405-431.
32. Baker, A. L. L., Ultimate Load Theory Applied to the Design of Reinforced and Prestressed Concrete Frames, Concrete Publications Ltd., London, UK, 91 pp.
33. Corley, G. W., "Rotational Capacity of Reinforced Concrete Beams," Journal of the Structural Division, ASCE, V. 92, No. ST5, 1966, pp. 121-146.
34. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, Wiley Interscience, New York, 1992, 768 pp.
35. Matlab, Version 7.1, 2005, http://www.mathworks.com.