Shear retrofit of hollow bridge piers with carbon fiber-reinforced polymer sheets

Journal of Composites for Construction

Volumn 9, Issue 4, 2005, Pages 327-336

  Yeh, Y K ^a   Mo, Y L ^b  

^a NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^b UNIVERSITY OF HOUSTON   (United States)

Author keywords

Bridges, piers; Ductility; Fiber reinforced plastics; Hollow sections; Retrofitting; Seismic response; Sheets; Taiwan

Indexed keywords

HOLLOW SECTIONS; SEISMIC RESPONSE; SHEETS; TAIWAN;

BRIDGES; CARBON FIBER REINFORCED PLASTICS; DUCTILITY; ENERGY DISSIPATION; MOTOR TRANSPORTATION; PIERS; PROJECT MANAGEMENT; SEISMOLOGY; STRUCTURAL LOADS;

RETROFITTING;

EID: 25444480244     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2005)9:4(327)     Document Type: Article

References (40)

1. Aboutaha, R. S., Engelhardt, M. D., Jirsa, J. O., and Kreger, M. E. (1999). "Rehabilitation of shear critical concrete columns by use of rectangular steel jackets." ACI Struct. J., 96(1), 68-78.
2. American Concrete Institute (ACI). (2002). Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02), Farmington Hills, Mich.
3. Aschheim, M., Moehle, J. P., and Werner, S. D. (1992). "Deformability of concrete columns." Project Rep. under Contract No. 59Q122, California Department of Transportation, Division of Structures, Sacramento, Calif.
4. Fujii, M., Kobayashi, K., Miyagawa, T., Inoue, S., and Matsumoto, T. (1988). "A study on the application of a stress-strain relation of confined concrete." Proc., JCA Cement and Concrete, Japan Cement Association, Tokyo, 42, 311-314.
5. Gergely, I., Pantelides, C. P., Nuismer, R. J., and Reaveley, L. D. (1998). "Bridge pier retrofit using fiber-reinforced plastic composites." J. Compos. Constr., 2(4), 165-174.
6. Hong, S. Y. (1998). "Stress-strain relation of confined concrete for rectangular hollow columns." MS thesis, Dept. of Civil Engineering, National Cheng Kung University, Tainan, Taiwan (in Chinese).
7. Hoshikuma, J., Kawashima, K., Nagaya, K., and Taylor, A. W. (1997). "Stress-strain model for confined reinforced concrete in bridge piers." J. Struct. Eng., 123(5), 624-633
8. Kent, D. C., and Park, R. (1971). "Flexural members with confined concrete." J. Struct. Div. ASCE, 97(7), 1969-1990.
9. Mander, J. B. (1983). "Seismic design of bridge piers." PhD thesis, Dept. of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
10. Mander, J. B., Panthaki, F. D., and Kasalanati, A. (1994). "Low-cycle fatigue behavior of reinforcing steel." J. Mater. Civ. Eng., 6(4), 453-468.
11. Mander, J. B., Priestley, M. J. N., and Park, R. (1988a). "Theoretical stress-strain model for confined concrete." J. Struct. Eng., 114(8), 1804-1826.
12. Mander, J. B., Priestley, M. J. N., and Park, R. (1988b). "Observed stress-strain behavior of confined concrete." J. Struct. Eng., 114(8), 1827-1849.
13. Matsuda, T., et al. (1996). "Seismic model tests of reinforced concrete hollow piers." Proc., 12th U.S.-Japan Bridge Engineering Workshop, Buffalo, N.Y., October 29-30, 407-412.
14. Mo, Y. L. (1994). Dynamic behavior of concrete structures, Elsevier, Amsterdam, 214-218.
15. Mo, Y. L. (1998). "Seismic behavior of hollow reinforced concrete columns." Research Rep., Sinotech Engineering Consultants, Taipei, Taiwan (in Chinese).
16. Mo, Y. L., and Jeng, C. H. (1999). "Seismic shear behavior of hollow bridge columns." Proc., 1st Int. Conf. on Advances in Structural Engineering and Mechanics, Korea Advanced Institute of Science and Technology, Taejon, Korea.
17. Monti, G., and Nuti, C. (1992). "Nonlinear cyclic behavior of reinforcing bars including buckling." J. Struct. Eng., 118(12), 3268-3284.
18. Muguruma, H., Watanabe, S., Katsuta, S., and Tanaka, S. (1980). "A stress-strain model of confined concrete." Proc., JCA Cement and Concrete, Japan Cement Association, Tokyo, 34, 429-432.
19. Muguruma, H., Watanabe, S., Tanaka, S., Sakurai, K., and Nakaruma, E. (1978). "A study on the improvement of bending ultimate strain of concrete." J. Struct. Eng. (Tokyo), 24, 109-116.
20. Park, R., and Paulay, T. (1975). Reinforced concrete structures, Wiley, New York.
21. Park, R., Priestley, M. J. N., and Gill, W. D. (1982). "Ductility of square-confined concrete columns." J. Struct. Div. ASCE, 108(4), 929-950.
22. Priestley, M. J. N., Seible, F., and Benzoni, G. (1994). "Seismic performance of circular columns with low longitudinal steel ratios." Rep. No. SSRP-94/08, University of California, San Diego.
23. Priestley, M. J. N., Seible, F., and Calvi, G. M. (1996). Seismic design and retrofit of bridges, Wiley, New York.
24. Priestley, M. J. N., Verma, R., and Xiao, Y. (1993). "Shear strength of reinforced concrete bridge columns." Proc., 2nd Annual Seismic Research Workshop, California Department of Transportation, Division of Structures, Sacramento, Calif., 16-18.
25. Rodriguez, M. E., Bolero, J. C., and Villa, J. (1999). "Cyclic stress-strain behavior of reinforcing steel including the effect of buckling." J. Struct. Eng., 125(6), 605-612.
26. Saadatmanesh, H., Ehsani, M. R., and Jin, L. (1996). "Seismic strengthening of circular bridge pier models with fiber composites." ACI Struct. J., 93(6), 639-647.
27. Saatcioglu, M., and Razvi, S. R. (1992). "Strength and ductility of confined concrete." J., Struct. Eng., 118(6), 1590-1607.
28. Seible, F., Priestley, M. J. N., Hegemier, G. A., and Innamorato, D. (1997). "Seismic retrofit of RC columns with continuous carbon fiber jackets." J. Compos. Constr., 1(2), 52-62.
29. Seible, F., Priestley, M. J. N., and Innamorato, D. (1995). "Earthquake retrofit of bridge columns with continuous fiber jackets." Proc., Design Guidelines, Advanced Composites Technology Transfer Consortium, Rep. No. ACTT-95/08, University of California, San Diego.
30. Sheikh, S. A., and Uzumeri, S. M. (1980). "Strength and ductility of tied concrete columns." J. Struct. Div. ASCE, 106(5), 1079-1102.
31. Sheikh, S. A., and Uzumeri, S. M. (1982). "Analytical model for concrete confinement in tied columns." J. Struct. Div. ASCE, 108(12), 2703-2722.
32. Taylor, A. W., and Breen, J. E. (1994). "Design recommendations for thin-walled box piers and pylons." Concr. Int. 16(12), 36-41.
33. Wang, S. J. (1999). "Seismic behavior of precast rectangular hollow columns." MS thesis, Dept. of Civil Engineering, National Cheng Kung University, Tainan, Taiwan (in Chinese).
34. Whittaker, D., Park, R., and Carr, A. J. (1987). "Experimental tests on hollow circular concrete columns for use in offshore concrete platforms." Proc., Pacific Conf. on Earthquake Engineering, New Zealand Society for Earthquake Engineering, Wellington, New Zealand, 1, 213-224.
35. Xiao, Y., and Ma, R. (1997). "Seismic retrofit of RC circular columns using prefabricated composite jacketing." J. Struct. Eng., 123(10), 1357-1364.
36. Yao, S. H. (1998). "Flexural behavior of rectangular hollow columns." MS thesis, Dept. of Civil Engineering, National Cheng Kung University, Tainan, Taiwan (in Chinese).
37. Yeh, Y.-K., Mo, Y. L., and Yang, C. Y. (2001). "Seismic performance of hollow circular bridge piers." ACI Struct. J., 98(6), 862-871.
38. Yeh, Y.-K., Mo, Y. L., and Yang, C. Y. (2002a). "Seismic performance of rectangular hollow bridge columns." J. Struct. Eng., 128(1), 60-68.
39. Yeh, Y.-K., Mo, Y. L., and Yang, C. Y. (2002b). "Full-scale tests on rectangular hollow bridge piers." Mater. Struct., 35(246), 117-125.
40. Zahn, F. A., Park, R., and Priestley, M. J. N. (1990). "Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face." ACI Struct. J., 87(2), 156-166.