Cyclic stress-strain behavior of reinforcing steel including effect of buckling

Journal of Structural Engineering

Volumn 125, Issue 6, 1999, Pages 605-612

  Rodriguez, Mario E ^a   Botero, Juan C ^a   Villa, Jaime ^a  

^a UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPRESSIVE STRENGTH; CYCLIC LOADS; EARTHQUAKE RESISTANCE; REINFORCED CONCRETE; SPECIFICATIONS; STEEL; STRAIN; STRUCTURAL ANALYSIS; TENSILE STRENGTH;

REINFORCEMENT STABILITY; REINFORCING STEEL;

CONCRETE REINFORCEMENTS;

EID: 0032629409     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:6(605)     Document Type: Article

References (17)

1. Bresler, B., and Gilbert, P. H. (1961). "Tie requirements for reinforced concrete columns." ACI J., 58(26), 555-569.
2. Dodd, L. L., and Restrepo-Posada, J. I. (1995). "Model for predicting cyclic behavior of reinforcing steel." J. Struct. Engrg., ASCE, 121(3), 433-445.
3. Mander, J. B., Priestley, M. J. N., and Park, R. (1984). "Seismic design of bridge piers." Rep. 84-2, Dept. of Civ. Engrg., University of Canterbury, Christchurch, New Zealand.
4. Mander, J. B., Panthaki, F. D., and Kasalanati, A. (1993). "Low-cycle fatigue behavior of reinforcing steel." J. Mat. in Civ. Engrg., ASCE, 6(4), 453-468.
5. Mau, S. T. (1990). "Effect of tie spacing on inelastic buckling of reinforcing bars." ACI Struct. J., 87(6).
6. Monti, G., and Nuti, C. (1992). "Nonlinear cyclic behavior of reinforcing bars including buckling." J. Struct. Engrg., ASCE, 118(12), 3268-3284.
7. Pantazopoulou, S. J. (1998). "Detailing for reinforcement stability in RC members." J. Struct. Engrg., ASCE, 124(6), 623-632.
8. Papia, M., Russo, G., and Zingone, G. (1988). "Instability of longitudinal bars in RC columns." J. Struct. Engrg., ASCE, 114(2), 445-461.
9. Park, R., Priestley, M. J. N., and Gill, W. (1982). "Ductility of squared-confined concrete columns." J. Struct. Div., ASCE, 8(4), 929-950.
10. Rodriguez, M. (1999). "Effects of cyclic behavior of reinforcing steel on seismic performance of reinforced concrete members." Developments of seismic steel reinforcements products and systems. American Concrete Institute, Farmington Hills, Mich., in press.
11. Rodriguez, M., and Botero, J. C. (1995). "Seismic behavior of structures considering mechanical properties of Mexico manufactured reinforcing steel." Revista de Ingenieria Sismica, 49, 39-50 (in Spanish).
12. Rodriguez, M., and Botero, J. C. (1998). "Behavior of reinforcing bars subjected to monolonic and cyclic axial loading including buckling." Rep. No. 610, Instituto de Ingenieria, National Universily of Mexico, Mexico City, Mexico (in Spanish).
13. Scott, B. D., Park, R., and Priestley, M. J. N. (1982). "Stress strain behavior of concrete confined by overlapping hops and high strain rates." ACI J., 79(1), 13-27.
14. Scribner, C. (1986). "Reinforcement buckling in reinforced concrete flexural members." ACI J., 83, 966-973.
15. "Standard test methods for tension testing of metallic materials." (1993). ASTM EM 8M-93, ASTM, West Conshohoken, Pa.
16. Suda, K., Murayama, Y., Ichinomiya, T., and Shimbo, H. (1996). "Buckling behavior of longitudinal reinforcing bars in concrete column subjected to reverse lateral loading." Proc., 11th World Conf. on Earthquake Engrg., Elsevier Science, New York, Amsterdam.
17. Walson, S., Zahn, F., and Park, R. (1994). "Confining reinforcement for concrete columns." J. Struct. Engrg., ASCE, 120(6), 1798-1824.