Seismic shear strength of reinforced concrete columns

Journal of Structural Engineering (United States)

Volumn 120, Issue 8, 1994, Pages 2310-2329

  Priestley, M J Nigel ^a   Verma, Ravindra ^b   Xiao, Yan ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b NONE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; DYNAMIC RESPONSE; FAILURE (MECHANICAL); FORECASTING; LOADS (FORCES); MATHEMATICAL MODELS; REINFORCED CONCRETE; SEISMIC WAVES; SHEAR STRENGTH; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN;

AXIAL COMPRESSION; FLEXURAL DUCTILITY; SEISMIC SHEAR STRENGTH;

COLUMNS (STRUCTURAL);

REINFORCED CONCRETE; SEISMIC LOADING; SHEAR STRENGTH;

EID: 0028667274     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1994)120:8(2310)     Document Type: Article

References (18)

1. Ang, B. G., Priestley, M. J. N., and Paulay, T. (1989). "Seismic shear strength of circular reinforced concrete columns." ACI Struct. J., 86(1), 45-59.
2. ASCE-ACI Joint Task Committee 426. (1973). "Shear strength of reinforced concrete members." J. Struct. Engrg., ASCE, 99(6), 1091-1187.
3. "Building code requirements for reinforced concrete structures. Code and commentary." (1989). ACI 318-89, Am. Concr. Inst., Detroit, Mich.
4. "Code of practice for the design of concrete structures." (1982). NZS-3101, Standards Association of New Zealand, Wellington, New Zealand.
5. Design for earthquake resistant reinforced concrete buildings based on ultimate strength concept. (1988). Structural Committee, Arch. Inst. of Japan, Tokyo, Japan.
6. Jirsa, J. O., and Woodward, K. A. (1980). "Behavior classification of short reinforced concrete columns subjected to cyclic deformations." PMFSEL Report No. 80-2, Dept. of Civ. Engrg., Univ. of Texas, Austin, Tex.
7. Mattock, A. H., and Wang, Z. (1984). "Shear strength of reinforced concrete members subject to high axial compressive stress." AC1 Struct. J., 81,287-298.
8. Nielsen, M. P., Braestrup, M. W., and Bach, F. (1978), "Rational analysis of shear in reinforced concrete beams." IABSE Proc., International Association for Bridge and Structural Engineers, Zurich, Switzerland, P-15/78, 1-16.
9. Park, R., and Paulay, T. (1975). Reinforced concrete structures. John Wiley & Sons, New York, N.Y.
10. Priestley, M. J. N., and Benzoni, B. (1993). "Seismic performance of circular columns with low longitudinal reinforcement ratios." Structural Systems Research Project Report No. SSRP 93/09, Univ. of California, San Diego, Calif.
11. Priestley, M. J. N., Seible, F., and Chai, Y. H. (1992). "Design guidelines for assessment retrofit and repair of bridges for seismic performance." Structural Systems Research Project Report No. SSRP 92/01, Univ. of California, San Diego, Calif.
12. Priestley, M. J. N., Seible, F., Verma, R., and Xiao, Y. (1993a). "Seismic shear strength of reinforced concrete columns." Structural Systems Research Project Report No. SSRP 93/06, Univ. of California, San Diego, Calif.
13. Priestley, M. J. N., Seible, F., Xiao, Y., and Verma, R. (1994b). "Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength--Part 1: Theoretical considerations and test design." ACI Struct. J., 91, to appear.
14. Priestley, M. J. N., Seible, F., Xiao, Y., and Verma, R. (1994c). "Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength--Part 2: Test results and comparison with theory." ACI Struct. J., 91, to appear.
15. "Seismic design guidelines for highway bridges." (1981). ATC-6, Applied Tech. Council, Berkeley, Calif.
16. Watanabe, F., and Ichinose, T. (1991). "Strength and ductility design of RC memberssubjected to combined bending and shear." Proc., Workshop on Concrete Shear in Earthquake, University of Houston, Houstin, Tex., 429-438.
17. Wong, Y. L., Paulay, T., and Priestley, M. J. N. (1993), "Response of circular reinforced concrete columns to multi-directional seismic attack." ACI Struct. J., 90(2), 180-191.
18. Xiao, Y., Tomii, M., and Sakino, K. (1986). "Experimental study on design method to prevent shear failure of reinforced concrete short circular columns by confining in steel tubes." Trans., Japan Concrete Institute, Tokyo, Japan, 8,535-542.