Seismic deformation capacity indices for concrete columns: Model estimates and experimental results

Magazine of Concrete Research

Volumn 59, Issue 4, 2007, Pages 297-310

  Inel, M ^a   Aschheim, M A ^b,d   Pantazopoulou, S J ^c  

^a PAMUKKALE UNIVERSITY   (Turkey)

^b SANTA CLARA UNIVERSITY   (United States)

^c DEMOCRITUS UNIVERSITY OF THRACE   (Greece)

^d Department of Computer Science and Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL MODELS; DEFORMATION CAPACITY; PLASTIC ROTATION CAPACITY;

COLUMNS (STRUCTURAL); DEFORMATION; DUCTILITY; SEISMIC DESIGN;

CONCRETE CONSTRUCTION;

EID: 34247850750     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2007.59.4.297     Document Type: Article

References (26)

1. PARK R. and PAULAY T. Reinforced Concrete Structures. John Wiley & Sons, New York, 1975.
2. PRIESTLEY M. J. N., SEIBLE F. and CALVI G. M. S. Seismic Design and Retrofit of Bridges. John Wiley & Sons, New York, 1996.
3. LEHMAN D. E. and MOEHLE J. P. Seismic performance of well-confined concrete bridge columns. Pacific Earthquake Engineering Research Center, Report No. PEER-1998/01, University of California, Berkeley, CA, USA, 1998.
4. ELWOOD K. J. Shake Table Tests and Analytical Studies on the Gravity Load Collapse of Reinforced Concrete Frames. PhD Thesis, University of California, Berkeley, CA, USA, 2002.
5. FARDIS M. N. and BISKINIS D. E. Deformation of RC members, as controlled by flexure or shear. Proceedings of the International Symposium Honoring Shunsuke Otani on Performance-Based Engineering for Earthquake Resistant Reinforced Concrete Structures. The University of Tokyo, Tokyo, Japan, 8-9 September 2003.
6. APPLIED TECHNOLOGY COUNCIL. ATC-32. Improved seismic design criteria for California bridges: Provisional Recommendations. ATC, Redwood City, California, 1996.
7. PANAGIOTAKOS T. B. and FARDIS M. N. Deformation of reinforced concrete members at yielding and ultimate. ACI Structural Journal, 2001, 98, No. 2, 135-148.
8. MANDER J. B., PRIESTLEY M. J. N. and PARK R. Theoretical stress - strain model for confined concrete. Journal of Structural Engineering, ASCE, 1988, 114, No. 8, 1804-1825.
9. PRIESTLEY M. J. N. and PARK R. Strength and ductility of bridge substructures. Road Research Unit Bulletin No. 71, National Roads Board, Wellington, New Zealand, 1984.
10. AMERICAN CONCRETE INSTITUTE. Building Code Requirements for Structural Concrete and Commentary (318-05). American Concrete Institute, Farmington Hills, Michigan, 2005, p. 430. ACI Committee 318.
11. LEHMAN D. E., CALDERONE A. J. and MOEHLE J. P. Behavior and design of slender columns subjected to lateral loading. Proceedings of Sixth US National Conference on Earthquake Engineering. Seattle, Washington, 1998.
12. CALTRANS BDS. Bridge Design Specifications. California Department of Transportation, Sacramento, California, 1995.
13. INEL M. Displacement-Based Strategies for the Performance-Based Seismic Design of Short Bridges Considering Embankment Flexibility. PhD Thesis, University of Illinois at Urbana-Champaign, 2002.
14. ANG B. G. Ductility of Reinforced Concrete Bridge Piers under Seismic Loading. Research Report 81-3, Department of Civil Engineering, University of Canterbury, Christchurch, New Zeal-and, February, 1981.
15. PRIESTLEY M. J. N. and PARK R. Strength and Ductility of Concrete Bridge Columns under Seismic Loading. ACI Structural Journal, 1987, 84, No. 1, 61-76.
16. TAYLOR A. W, KUO C., WELLENIUS K. and CHUNO D. A Summary of Cyclic Lateral Load Tests on Rectangular Reinforced Concrete Columns. Building and Fire Research Laboratory, National Institute of Standards and Technology, NISTIR 5984, Gaithersburg, Maryland, January 1997. Available online at http://fire.nist.gov/bfrlpubs/bfrlall/grp/eeg. html.
17. SOESIANAWATI M. T. Limited Ductility Design of Reinforced Concrete Columns. Research Report 86-10, Department of Civil Engineering, University of Canterbury, Christchurch, New Zeal-and, 1986.
18. ZAHN F. A. Design of Reinforced Concrete Bridge Columns for Strength and Ductility. Research Report 86-7, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1986.
19. SAATCIOGLU M. and OZCEBE G. Response of Reinforced Concrete Columns to Simulated Seismic Loading. ACI Structural Journal, 1989, 86, No. 1, 3-12.
20. OZCEBE G. and SAATCIOGLU M. Confinement of concrete columns for seismic loading. ACI Structural Journal. 1987, 84, No. 4, 308-315.
21. WATSON S. Design of Reinforced Concrete Frames of Limited Ductility. Research Report 89-4, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1989.
22. WATSON S. and PARK R. Simulated Seismic Load Tests on Reinforced Concrete Columns. Journal of Structural Engineering, ASCE, 1994, 120, No. 6, 1825-1844.
23. KHOURY S. S. Behavior of Normal and High Strength Confined Concrete Columns With and Without Stubs. PhD thesis, University of Houston, 1991.
24. SHEIKH S. A. and KHOURY S. S. Confined Concrete Columns with Stubs. ACI Structural Journal, 1993, 90, No. 4, 414-431.
25. TANAKA H. Effect of Lateral Confining Reinforcement on the Ductile Behavior of Reinforced Concrete Columns. Research Report 90-2, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1990.
26. LI XINRONG. Reinforced Concrete Columns Under Seismic Lateral Force and Varying Axial Load. Research Report 95-5, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1995.