Displacement history effects on drift capacity of reinforced concrete columns

ACI Structural Journal

Volumn 103, Issue 2, 2006, Pages 253-262

  Pujol, Santiago ^a   Sozen, Mete A ^a   Ramirez, Julio A ^a  

^a PURDUE UNIVERSITY   (United States)

Author keywords

Cyclic load; Displacement; Drift; Reinforcement; Shear; Transverse reinforcement

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE REINFORCEMENTS; CYCLIC LOADS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRESS;

DISPLACEMENT HISTORY; REINFORCED CONCRETE COLUMN; TRANSVERSE REINFORCEMENT;

CONCRETE CONSTRUCTION;

EID: 33645727793     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. Iwasaki, T.; Kawashima, K.; Hasegawa, K.; Koyama, T.; and Yoshida, T., "Effect of Number of Loading Cycles and Loading Velocity of Reinforced Concrete Bridge Piers," 19th Joint Meeting of the U.S.-Japan Panel on Wind and Seismic Effects, UJNR, Tsukuba, 1987, pp. 225-238.
2. Aoyama, H., "Design Philosophy for Shear in Earthquake Resistance in Japan," Earthquake Resistance of Reinforced Concrete Structures, T. Okada, ed., 1993, pp. 140-151.
3. Aschheim, M., "Towards Improved Models of Shear Strength Degradation in Reinforced Concrete Members," Structural Engineering and Mechanics, V. 9, No. 6, 2000, pp. 601-613.
4. FEMA 273, "Guidelines for the Seismic Rehabilitation of Buildings," NEHRP, Federal Emergency Management Agency, Washington, D.C., 1997, pp. 6-1 to 6-5.
5. Moehle, J. P.; Elwood, K. J.; and Sezen, H., "Gravity Load Collapse of Building Frames During Earthquakes," Behavior and Design of Concrete Structures for Seismic Performance, S. M. Uzumeri Symposium, SP-197, S. A. Sheikh and O. Bayrak, eds., American Concrete Institute, Farmington Hills, Mich., 2000, pp, 215-238.
6. Priestley, M. J. N.; Verma, R.; and Xiao, Y., "Seismic Shear Strength of Reinforced Concrete Columns," Journal of Structural Engineering, ASCE, V. 120, No. 8, pp. 2310-2329.
7. Pujol, S., "Drift Capacity of Reinforced Concrete Columns Subjected to Displacement Reversals," PhD thesis, Purdue University, West Lafayette, Ind., 2002, 311 pp.
8. Moehle, J. P., and Sozen, M. A., "Experiments to Study Earthquake Response of R/C Structures with Stiffness Interruptions," Structural Research Series No. 482, University of Illinois, Urbana-Champaign, 1980, 421 pp.
9. Matamoros, A. B., "A Study of Drift Limits for High-Strength Concrete Columns," PhD thesis, University of Illinois, Urbana-Champaign, 1999, 435 pp.
10. Ichinose T.; Imai, M.; Okano, T.; and Ohashi, K., Three-Dimensional Shear Failure of RC Columns after Cyclic Loading, Modeling of Inelastic Behavior of RC Structures under Seismic Loads, ASCE, P. Benson Shing and T.-A. Tanabe, eds., 2001, pp. 546-561.
11. Wight, J. K., and Sozen, M. A., "Strength Decay of RC Columns under Shear Reversals," Journal of the Structural Division, ASCE, V. 101, No. ST5, 1975, pp. 1053-1065.
12. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 443 pp.
13. Pujol, S.; Ramirez, J. A.; and Sozen, M. A., "Drift Capacity of Reinforced Concrete Columns Subjected to Cyclic Shear Reversals," Seismic Response of Concrete Bridges, SP-187, K. Krishnan, ed., American Concrete Institute, Farmington Hills, Mich., 1999, pp. 255-274.