Modelling of cyclic shear behavior in RC members

Journal of Structural Engineering

Volumn 125, Issue 10, 1999, Pages 1143-1150

  D'Ambrisi, Angelo ^a   Filippou, Filip C ^b  

^a UNIVERSITY OF FLORENCE   (Italy)

^b Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CORRELATION METHODS; CRACKS; CYCLIC LOADS; DYNAMIC RESPONSE; HYSTERESIS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

CYCLIC SHEAR; SHEAR DISTORTION; STATIC LOAD REVERSAL;

STRUCTURAL FRAMES;

EID: 0032685527     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:10(1143)     Document Type: Article

References (16)

1. Atalay, M., and Penzien, J. (1975). "Behavior of critical regions of reinforced concrete components as influenced by moment, shear, and axial force." Rep. UCB/EERC-75/19, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
2. Banon, H., Irvine, H. M., and Biggs, J. M. (1981). "Seismic damage in reinforced concrete frames." J. Struct. Engrg., ASCE, 107(9), 1713-1729.
3. Celebi, M., and Penzien, J. (1973). "Experimental investigation into the seismic behavior of the critical regions of reinforced concrete components as influenced by moment and shear." Rep. UCB/EERC-73/4, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
4. D'Ambrisi, A., and Filippou, F. C. (1997). "Correlation studies on a RC frame shaking table specimen." Earthquake Engrg. and Struct. Dyn., 26, 1021-1040.
5. Filippou, F. C., D'Ambrisi, A., and Issa, A. (1992). "Nonlinear static and dynamic analysis of RC subassemblages." Rep. UCB/EERC-92/08, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
6. Filippou, F. C., D'Ambrisi, A., and Issa, A. (1999). "Modeling of reinforcement slip in RC frame members under cyclic excitations." ACI J., 96(3), in press.
7. Filippou, F. C., and Issa, A. (1988). "Nonlinear analysis of reinforced concrete frames under cyclic load reversals." Rep. UCB/EERC-88/12, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
8. Mander, J. B., Waheed, S. M., Chaudhary, M. T. A., and Chen, S. S. (1993). "Seismic performance of shear critical reinforced concrete bridge piers." Rep. NCEER-93-0010, State University of New York, Buffalo, N.Y.
9. Otani, S. (1974). "Inelastic analysis of R/C frame structures." J. Struct. Div., ASCE, 100(7), 1433-1449.
10. Ozcebe, G., and Saatcioglu, M. (1989). "Hysteretic shear model for reinforced concrete members." J. Struct. Engrg., ASCE, 115(1), 132-148.
11. Pinto, A. V., Verzeletti, G., Negro, P., and Guedes, J. (1995). "Cyclic testing of a squat bridge pier." Rep. EUR 16247 EN, European Laboratory for Structural Assessment (ELSA), Ispra, Italy.
12. Roufaiel, M. S. L., and Meyer, C. (1987). "Analytical modeling of hysteretic behavior of R/C frames." J. Struct. Engrg., ASCE, 113(3), 429-444.
13. Spurr, S. D., and Paulay, T. (1984). "Post-elastic behavior of reinforced concrete frame-wall components and assemblages subjected to simulated seismic loading." Rep. 84-19, Dept. of Civ. Engrg., University of Canterbury, Christchurch, New Zealand.
14. Umemura, H., and Takizawa, H. (1982). Dynamic response of reinforced concrete buildings. International Association of Bridge and Structural Engineering, Zürich, Switzerland.
15. Vecchio, F. J., and Collins, M. P. (1986). "The modified compression field theory for reinforced concrete elements subjected to shear." ACI Struct. J., 83(2), 219-231.
16. Zagajeski, S. W., Bertero, V. V., and Bouwkamp, J. G. (1978). "Hysteretic behavior of reinforced concrete columns subjected to high axial and cyclic shear forces." Rep. EERC 78-05, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.