Experimental behavior of nonconforming RC columns with plain bars under constant axial load and biaxial bending

Journal of Structural Engineering (United States)

Volumn 139, Issue 6, 2013, Pages 897-914

  Di Ludovico, M ^a   Verderame, G M ^a   Prota, A ^a   Manfredi, G ^a   Cosenza, E ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Biaxial bending; Cyclic; Plain bars; RC columns; Ultimate rotation

Indexed keywords

BIAXIAL BENDING; CYCLIC; CYCLIC DISPLACEMENTS; DEFORMATION CAPACITY; DESIGN CHARACTERISTICS; HORIZONTAL DISPLACEMENTS; RC COLUMN; SEISMIC PERFORMANCE;

AXIAL LOADS; SEISMIC DESIGN; SEISMOLOGY; STEEL BEAMS AND GIRDERS;

BENDING TESTS;

EID: 84877945228     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000703     Document Type: Article

References (44)

1. ASCE. (2007a). "Seismic rehabilitation of existing buildings." ASCE/SEI 41, ASCE, Reston, VA.
2. ASCE. (2007b). "Seismic rehabilitation of existing buildings." Supplement 1, ASCE/SEI 41, ASCE, Reston, VA.
3. Berry, M., and, Eberhard, M. (2003). " Performance models for flexural damage in reinforced concrete columns." Rep. No. 2003/18, PEER Center, Univ. of California, Berkeley, CA.
4. Berry, M., Parrish, M., and, Eberhard, M. (2004). PEER structural performance database-User's manual. Univ. of California, Berkeley, CA.
5. Bousias, S. N. (1993). "Experimental and analytical study of reinforced concrete columns in cyclic biaxial bending with axial force." Ph.D. thesis, Dept. of Civil Engineering, Univ. of Patras, Patras, Greece.
6. Bousias, S. N., Verzeletti, G., Fardis, M. N., and, Gutierrez, E. (1995). " Load path effects in column biaxial bending with axial force." J. Eng. Mech., 121 (5), 596-605. doi:10.1061/(ASCE)0733-9399(1995)121:5(596)
7. Bousias, S. N., Verzeletti, G., Fardis, M. N., and, Magonette, G. (1992). "RC columns in cyclic biaxial bending and axial load." Proc., 10th World Conf. Earthq. Eng., A. A. Balkema, Rotterdam, Netherlands, 3041-3046.
8. Bresler B. (1960). "Design criteria for reinforced columns under axial load and biaxial bending." J. Am. Concr. Instit., 57 (5), 481-490.
9. Chang, S. Y. (2010). " Experimental studies of reinforced concrete bridge columns under axial load biaxial bending." J. Struct. Eng., 136 (1), 12-25. doi:10.1061/(ASCE)0733-9445(2010)136:1(12)
10. Di Ludovico, M., Lignola, G. P., Prota, A., and Cosenza, E. (2010). " Nonlinear analysis of cross-sections under axial load and biaxial bending," ACI Struct. J., 107 (4), 390-399.
11. Di Ludovico, M., Polese, M., Gaetani, d'Aragona, M., Prota, A., and, Manfredi, G. (2013). " A proposal for plastic hinges modification factors for damaged RC columns." Eng. Struct., 51, 99-112.
12. D. M. May. (1972). No. 91612. Norme tecniche per il calcolo, l'esecuzione, ed il collaudo delle strutture in conglomerato cementizio armato normale e precompresso e per le strutture metalliche [Technical guidelines for the design and contruction of reinforced concrete, prestressed concrete and steel structures], (in Italian).
13. European Standard. (2003). "Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings." EN 1998-1, Brussels, Belgium.
14. European Standard. (2004). "Eurocode 2: Design of concrete structures. Part 1-1: General rules and rules for buildings." EN 1992-1-1, Brussels, Belgium.
15. European Standard. (2005). "Eurocode 8: Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of building." EN 1998-3, Brussels, Belgium.
16. European Standard. (2010). "Eurocode 8: Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of building." EN 1998-3/AC:2010, Brussels, Belgium.
17. Fabbrocino, G., Verderame, G. M., and, Manfredi, G. (2005). " Experimental behaviour of anchored smooth rebars in old type reinforced concrete buildings." Eng. Struct., 27 (10), 1575-1585. doi:10.1016/j.engstruct. 2005.05.002
18. Fardis, M. N., and, Biskinis, D. E. (2003). " Deformation capacity of RC members, as controlled by flexure or shear." Performance based engineering for earthquake resistant reinforced concrete structures: A volume honoring Shunsuke Otani, T. Kabeyasawa and H. Shiohara., eds., Univ. of Tokyo, Tokyo, 511-530.
19. Feldman, L. R., and, Bartlett, F. M. (2007). " Bond stresses along plain steel reinforcing bars in pullout specimens." ACI Struct. J., 104 (6), 685-692.
20. FEMA. (2000). "Prestandard and commentary for the seismic rehabilitation of buildings." FEMA 356, Washington, DC.
21. Furlong, R. W., Hsu, C. T. T., and, Mirza, S. A. (2004). " Analysis and design of concrete columns for biaxial bending-overview." ACI Struct. J., 101 (3) 413-423.
22. Kobayashi, K., Kokusho, S., Takiguchi, K., and, Boo, C. (1984). "Study on the restoring force characteristics of RC columns to bi-directional deflection history." Proc., 8th World Conf. Earthq. Eng., Vol. 6, San Francisco, 537-544.
23. Li, K.-N., and, Aoyama, H., Otani, M. S. (1987). "Reinforced concrete columns under varying axial load and bi-directional horizontal load reversals." Proc., Pacific Conf. Earthq. Eng., Vol. 1, New Zealand, 141-152.
24. Low, S., and, Mohle, J. P. (1987). "Experimental study of reinforced concrete columns subjected to multi-axial cyclic loading." Rep. No. UCB/EERC 87-14, Earthquake Engineering Research Center, Univ. of California, Berkley, CA.
25. Monti, G., and, Alessandri, S. (2006). "Assessment of RC columns under combined biaxial bending and axial load." Proc., 2nd Int. Congr., fib, Naples, Italy, 10-8.
26. New Zealand Standard. (2006). "Concrete structures standard part 1-The design of concrete Structures." SNZ NZS 3101, Standards New Zealand, Wellington, New Zealand.
27. Otani, S., Cheung, V. W. T., and, Lai, S. S. (1980). "Reinforced concrete columns subjected to biaxial lateral load reversals." Proc., 7th World Conf. Earthq. Eng., Vol. 6, Istanbul, Turkey, 525-532.
28. Pauly, T., and, Priestly, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings, Wiley, New York.
29. Pacific Earthquake Engineering Research Center (PEER). (2005). "Introduction." Pacific Earthquake Engineering Research Center: Structural performance database, http://nisee.berkeley.edu/spd/.
30. Qiu, F., Li, W., Pan, P., and, Qian, J. (2002). " Experimental tests on reinforced concrete columns under biaxial quasi-static loading." J. Eng. Struct., 24 (4), 419-428. doi:10.1016/S0141-0296(01)00108-0
31. R. D. L. (1939). No. 2229. Norme per l'esecuzione delle opere in conglomerate cementizio semplice o armato [Guidelines for the execution of concrete structures], (in Italian).
32. Ricci, P., Verderame, G. M., and, Manfredi, G. (2012). " ASCE/SEI 41 provisions on deformation capacity of older-type reinforced concrete columns with plain bars." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000701.
33. Saatcioglou, M., and, Ozcebe, G. (1989). " Response of reinforced concrete columns to simulated seismic loading." ACI Struct. J., 86 (1), 3-12.
34. Sezen, H. (2000). "Seismic behavior and modeling of reinforced concrete building columns." Ph.D. thesis, Univ. of California, Berkeley, CA.
35. Sezen, H., and, Moehle, J. P. (2004). " Shear strength model for lightly reinforced concrete columns." J. Struct. Eng., 130 (11), 1692-1703. doi:10.1061/(ASCE)0733-9445(2004)130:11(1692)
36. Sezen, H., and, Moehle, J. P. (2006). " Seismic tests of concrete columns with light transverse reinforcement." ACI Struct. J., 103 (6), 842-849.
37. Standards Association of Australia. (1988). "Concrete structures." AS 3600, North Sydney, Australia.
38. Takiguchi, K., Kokusho, S., Kobayashi, K., and, Kimura, M. (1980). "Response of RC column to horizontal bi-directional deflection history." Proc., 7th World Conf. Earthq. Eng., Vol. 6, Istanbul, Turkey, 403-410.
39. Takizawa, H., and, Aoyama, M. (1976). " Biaxial effects in modelling earthquake response of R/C structures." Earthq. Eng. Struct. Dyn., 4 (6), 523-552. doi:10.1002/eqe.4290040602
40. Verderame, G. M., De Carlo, G., Ricci, P., and, Fabbrocino, G. (2009a). " Cyclic bond behaviour of plain bars. Part II: Analytical investigation." Constr. Build. Mater., 23 (12), 3512-3522.
41. Verderame, G. M., Fabbrocino, G., and, Manfredi, G. (2008a). " Seismic response of RC columns with smooth reinforcement, part I: monotonic tests." Eng. Struct., 30 (9), 2277-2288. doi:10.1016/j.engstruct.2008.01. 025
42. Verderame, G. M., Fabbrocino, G., and, Manfredi, G. (2008b). " Seismic response of RC columns with smooth reinforcement, part II: Cyclic tests." Eng. Struct., 30 (9), 2289-2300. doi:10.1016/j.engstruct.2008.01. 024
43. Verderame, G. M., Ricci, P., De Carlo, G., and, Manfredi, G. (2009b). " Cyclic bond behaviour of plain bars. Part I: Experimental investigation." Constr. Build. Mater., 23 (12), 3499-3511.
44. Verderame, G. M., Ricci, P., Manfredi, G., and, Cosenza, E. (2010). " Ultimate chord rotation of rc columns with smooth bars: Some considerations about EC8 prescriptions." Bull. Earthq. Eng., 8 (6), 1351-1373.