Performance of high-strength concrete (HSC) columns confined with rectilinear reinforcement

American Concrete Institute, ACI Special Publication

Volumn SP-176, Issue , 1998, Pages 213-235

  Azizinamini, A ^a   Saatcioglu, M ^b  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

^b UNIVERSITY OF OTTAWA   (Canada)

Author keywords

Columns (supports); Confinement; High strength concrete; Reinforced concrete; Steels

Indexed keywords

AXIAL COMPRESSION; BUILDING CODES; DEFORMATION; FORMABILITY; HIGH PERFORMANCE CONCRETE; SEISMOLOGY; STRUCTURAL ANALYSIS;

ANALYTICAL RESEARCH; CODE REQUIREMENTS; HIGH COMPRESSIONS; HIGH STRENGTH CONCRETES; LATERAL REINFORCEMENT; NORMAL STRENGTH CONCRETES; PARAMETERS OF CONFINEMENT; RECTANGULAR STRESS BLOCK;

REINFORCEMENT;

EID: 0012516150     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

1. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-89)," American Concrete Institute, Detroit, 1992, 348 pp.
2. Saatcioglu, M. and Razvi, S., "Behavior of Confined High-Strength Concrete Columns, "Proceedings ofCPCA/CSCE Structural Concrete Conference, May 19-21, 1993, Toronto, Ontario, Canada, pp. 37-50.
3. Cusson D.; Paultre, P.; and Aitcin, P. C., "Le Confinement des Colonnes en Beton a Haute Performance Par des Entries Rectangulaires," Annual Conference ofthe Canadian Society for Civil Engineering, May 27-29, 1992, Quebec, Que., Canada.
4. Razvi, S. and Saatcioglu, M., "Strength and Deformability of Confined HighStrength Concrete Columns," ACI Structural Journal, American Concrete Institute, Vol. 91, No.6, 1994, pp. 678-687.
5. Razvi, S. and Saatcioglu, M., "Confinement Model for Normal-Strength and High-Strength Concrete Columns," Research Report, Ottawa-Carleton Earthquake Engineering Research Centre, Department of Civil Engineering, The University of Ottawa, Ottawa, Ontario, Canada, 1995.
6. Sugano, S.; Nagashima, T,; Kimura, H.; Tamura, A.; and Ichikawa, A., "Experimental Studies on Seismic Behavior of Reinforced Concrete Members of High Strength Concrete," Utilization of High-Strength Concrete-Second International Symposium, SP-121, American Concrete Institute, Detroit, 1990, pp.61-87.
7. Nagashima, T.; Sugano, S.; Kimura, H.; and Ichikawa, A., "Monotonic Axial Compression Tests on Ultura High-Strength Concrete Tied Columns," Proceedings of the lOth World Conference on Earthquake Engineering, Madrid, 1992, pp.2983-2988.
8. Nishiyama, M.; Fukushima, 1.; Watanabe, F.; and Muguruma, H., "Axial Loading Tests on High-Strength Concrete Prisms Confined by Ordinary and High-Strength Steel," Proceedings of the Symposium on High-Strength Concrete, Norway, June 1993, pp.369-376.
9. Cusson, D. and Paultre, P., "High-Strength Concrete Columns Confined by Rectangular Ties," ASCE Journal of Structural Engineering, Vol. 120, No.3, March 1994, pp 783-804.
10. Azizinamini, A., Kuska, S., Brungardt, P. and Hatfield, E., "Seismic Behavior of Square High-Strength Concrete Columns," Structural Journal, ACI, Vol. 91, No.3, May-June 1994, pp 336-345.
11. "CAN3-A23.3-94 Design of Concrete Structures for Buildings," Canadian Standards Association, Rexdale, Ontario, 1994.
12. Ibrahim, H. and MacGregor, J.G., "Flexural Behavior of High Strength Concrete Columns," Structural Engineering Report No. 196, University of Alberta, Edmonton, Alberta, March 1994.
13. Shin, S.W., Ghosh, S.K. and Moreno, J., "Flexural Ductility ofUltra-High Strength Concrete Members," Structural Journal, ACI, July-Aug. 1989.