Seismic performance of circular columns with low longitudinal reinforcement ratios

ACI Structural Journal

Volumn 93, Issue 4, 1996, Pages 474-485

  Priestley, M J Nigel ^a   Benzoni, Gianmario ^a  

^a NONE

Author keywords

Bridges (structures); Columns (supports); Cracking (fracturing); Ductility; Earthquake resistant structures; Shear strength

Indexed keywords

BRIDGES; CODES (STANDARDS); COLUMNS (STRUCTURAL); CONCRETE REINFORCEMENTS; CRACK INITIATION; DUCTILITY; EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); MECHANICAL TESTING; SHEAR STRENGTH; STEEL; STRUCTURAL DESIGN;

DESIGN RULES; DUCTILE FLEXURAL RESPONSE; LONGITUDINAL REINFORCEMENT RATIO; SEISMIC PERFORMANCE;

DYNAMIC RESPONSE;

EID: 0030189559     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. ACI Committee 318, "Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-89/ACI 318R-89)(Revised 1992)," American Concrete Institute, Detroit, 1992, 347 pp.
2. Paulay, T., and Priestley, M. J. N., Seismic Design of Concrete and Masonry Buildings, John Wiley & Sons, New York, 1992, 768 pp.
3. "Design of Concrete Structures (NZS 3101)," Standards Association of New Zealand, 1982.
4. Priestley, M. J. N.; Seible, F.; and Chai, Y. H., "Design Guidelines for Assessment Retrofit and Repair of Bridges for Seismic Performance," Report No. SSRP 92/01, Structural Systems Research Project, University of California, San Diego, Feb. 1992, 266 pp.
5. Joint ASCE-ACI Task Committee 426, "Shear Strength of Reinforced Concrete Members," Journal of Structural Engineering, ASCE, V. 99, No. ST6, June 1973, pp. 1091-1187.
6. Mander, J. B.; Priestley, M. J. N.; and Park, R., "Theoretical Stress-Strain Model for Confined Concrete," American Society of Civil Engineers Journal, V. 114, No. 8, Aug. 1988, pp. 1827-1849.
7. Priestley, M. J. N.; Verma, R.; and Xiao, Y., "Seismic Shear Strength of Reinforced Concrete Columns," American Society of Civil Engineers Journal, V. 120, No. 8, Aug. 1994, pp. 2310-2329.
8. Priestley, M. J. N.; Seible, F.; and Benzoni, G., "Seismic Performance of Circular Columns with Low Longitudinal Steel Ratios," Structural Systems Research Report No. SSRP 94/08, University of California, San Diego, June 1994, p. 80.