Confined concrete-filled tubular columns

Journal of Structural Engineering

Volumn 131, Issue 3, 2005, Pages 488-497

  Xiao, Yan ^a   He, Wenhui ^b   Choi, Kang Kyu ^a  

^a Univ of Southern California ^*  (United States)

^b HUNAN UNIVERSITY   (China)

Author keywords

Buckling; Columns; Confinement; Ductility; Seismic response

Indexed keywords

CONCRETE FILLED TUBULAR (CFT) COLUMNS; CONFINEMENT; SEISMIC RESPONSE; STEEL TUBES;

BUCKLING; CARBON FIBER REINFORCED PLASTICS; COMPACTION; MATHEMATICAL MODELS; SEISMOLOGY; STEEL CONSTRUCTION; STRESS ANALYSIS; STRUCTURAL LOADS;

COLUMNS (STRUCTURAL);

EID: 14544294039     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:3(488)     Document Type: Article

References (21)

1. Aboutaha, R. S., Engelhardt, M. D., Jirsa, J. O., and Kreger, M. E. (1996). "Retrofit of concrete columns with inadequate lap spices by the use of rectangular steel jackets." The earthquake spectra, EERI, Oakland, Calif., 693-714.
2. American Concrete Institute (ACI). (1996). "State-of-the art report on fiber reinforced plastic (FRP) reinforcement for concrete structures." ACI 440R-96 Committee 440, Detroit.
3. Chai, Y. H., Priestley, M. J. N., and Seible, F. (1991). "Seismic retrofit of circular bridge columns for enhanced flexural performance." ACI Struct. J., 88(5), 572-484.
4. Council on Tall Buildings and Urban Habitat. (1992). Cast-inplace concrete in tall building design and construction-7.3 concrete filled steel tubes, McGraw-Hill, New York, 202-222.
5. Moor, W., and Gosain, N. (1985). "Mixed systems: Past practices, recent experience, and future direction." Proc., Composite and Mixed Construction, ASCE, New York, 138-149.
6. Priestley, M. J. N., Seible, F., Xiao, Y., and Verma, R. (1994a). "Steel jacket retrofit of squat RC bridge columns for enhanced shear strength-Part 1-Theoretical considerations and test design." ACI Struct. J., 91(4), 394-405.
7. Priestley, M. J. N., Seible, F., Xiao, Y., and Verma, R. (1994b). "Steel jacket retrofit of squat RC bridge columns for enhanced shear strength-Part 2-Experimental results." ACI Struct. J., 91(5), 537-551.
8. Sakino, K., and Tomii, M. (1981). "Hysteretic behavior of concrete filed square steel tubular beam-columns failed in flexure." Trans. Jpn. Concr. Inst., 3, 65-72.
9. Shanley, F. R. (1947). "Inelastic column theory." J. Aeronaut. Sci., 14/5, 261-267.
10. Teng, J. G., Chen, J. F., Smith, S. T., and Lam, L. (2000). RC structures strengthened with FRP composites, Research Centre for Advanced Technology in Structural Engineering, Department of Civil Engineering, the Hong Kong Polytechnic University.
11. Tomii, M., Sakino, K., Watanabe, K., and Xiao, Y. (1985a). "Lateral load capacity of reinforced concrete short columns confined by steel tube." Proc., Int. Speciality Conf. on Concrete Filled Steel Tubular Structures, Harbin, China, 19-26.
12. Tomii, M., Sakino, K., and Xiao, Y. (1987). "Ultimate moment of reinforced concrete short columns confined in steel tube." Proc., Pacific Conf. on Earthquake Engineering, Vol. 2, New Zealand, 11-22.
13. Tomii, M., Sakino, K., Xiao, Y., and Watanabe, K. (1985b). "Earthquake resisting hysteretic behavior of reinforced concrete short columns confined by steel tube." Proc., Int. Speciality Conf. on Concrete Filled Steel Tubular Structures, Harbin, China, 119-125.
14. Viest, I. M., Colaco, J. P., Furlong, R. W., Griffis, L. G., Leon, R. T., and Wyllie, L. A., Jr., eds. (1997). Composite construction design for buildings, ASCE and McGraw-Hill, Reston, Va. and New York.
15. Xiao, Y. (2001). "From steel tubed columns to FRP tubed columns." Proc., ASCE Structural Congress, Washington, D.C.
16. Xiao, Y., He, W. H., Mao, X. Y., Choi, K. K., and Zhu, P. S. (2003). "Confinement design of CFT columns for improved seismic performance." Proc., Int. Workshop on Steel and Concrete Composite Construction (IWSCCC-2003), Taipei, R. China, 217-226.
17. Xiao, Y., and Mahin, S., eds. (2000). "Composite and hybrid structures," Vols. 1 and 2, Proc., 6th ASCCS Int. Conf., Los Angeles, ISBN 0-9679749-0-9.
18. Xiao, Y., Tomii, M., and Sakino, K. (1986a). "Design method to prevent shear failure of reinforced concrete short circular columns by steel tube confinement (in Japanese)." Proc., Annual Conf. of Japan Concrete Institute, 517-520.
19. Xiao, Y., Tomii, M., and Sakino, K. (1986b). "Experimental study on design method to prevent shear failure of reinforced concrete short circular columns by confining in steel tube." Trans. Jpn. Concr. Inst., 8, 535-542.
20. Xiao, Y., and Wu, H. (2000). "Compressive behavior of concrete stub columns confined by fiber composite jackets." J. Mater. Civ. Eng., 12(2), 139-146.
21. Xiao, Y., and Wu, H. (2003). "Retrofit of reinforced concrete columns using partially stiffened steel jackets." J. Struct. Eng., 129(6), 725-732.