Seismic Performance of Rectangular Hollow Bridge Columns
Publication: Journal of Structural Engineering
Volume 128, Issue 1
Abstract
Seismic performance of rectangular hollow bridge columns is a significant issue for a high-speed rail project in Taiwan because ductility of these columns varies with the type of lateral reinforcement. In this paper two prototypes and four models of such columns were tested under a constant axial load and a pseudo-static, cyclically reversed horizontal load. Effects of ductility and dissipated energy are investigated. An analytical model is developed to predict the moment-curvature relationship of each section and the load-displacement relationship of the columns. Based on test results, seismic performance of the columns is presented. Test results are also compared to those from the proposed analytical model. Ductility factors of the tested specimens range from 3.45 to 11.1, and the analytical model satisfactorily predicts the load-displacement relationship of such columns with acceptable accuracy.
Get full access to this article
View all available purchase options and get full access to this article.
References
American Concrete Institute (ACI). (1970). “Models for concrete structures.” Special Publication, SP-24, Detroit.
American Concrete Institute (ACI). (1995). “Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95).” Detroit.
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, Vol. 42, 311–314 (in Japanese).
Hoshikuma, J., Kawashima, K., Nagaya, K., and Taylor, A. W.(1997). “Stress-strain model for confined reinforced concrete in bridge piers.” J. Struct. Eng. (India), 123(5), 624–633.
Kent, D. C., and Park, R.(1971). “Flexural members with confined concrete.” J. Struct. Div., 97(7), 1969–1990.
Mander, J. B. (1983). “Seismic design of bridge piers.” PhD thesis, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
Mander, J. B., Panthaki, F. D., and Kasalanati, A.(1994). “Low-cycle fatigue behavior of reinforcing steel.” J. Environ. Eng., 6(4), 453–468.
Mander, J. B., Priestley, M. J. N., and Park, R.(1983). “Behavior of ductile hollow reinforced concrete columns.” Bull. New Zealand Nat. Soc. Earthquake Eng., 16(4), 273–290.
Mander, J. B., Priestley, M. J. N., and Park, R.(1988a). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. (India), 114(8), 1804–1826.
Mander, J. B., Priestley, M. J. N., and Park, R.(1988b). “Observed stress-strain behavior of confined concrete.” J. Struct. Eng. (India), 114(8), 1827–1849.
Matsudal, T., Yukawa, Y., Yasumatsu, T., Inhihara, S., Suda, K., Shimbo, H., and Saito, H. (1996). “Seismic model tests of reinforced concrete hollow piers.” Proc., 12th US-Japan Bridge Engineering Workshop, 407–421.
Mo, Y. L. (1994). Dynamic behavior of concrete structures, Elsevier, Amsterdam, The Netherlands, 214–218.
Monti, G., and Nuti, C.(1992). “Nonlinear cyclic behavior of reinforcing bars including buckling.” J. Struct. Eng. (India), 118(12), 3268–3284.
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, Vol. 34, 429–432 (in Japanese).
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 (in Japanese).
Park, R., Priestley, M. J. N., and Gill, W. D.(1982). “Ductility of square-confined concrete columns.” J. Struct. Div., 108(4), 929–950.
Priestley, M. J. N., Seible, F., and Calvi, G. M. (1996). Seismic design and retrofit of bridges, Wiley, New York, 314–317.
Saatcioglu, M., and Razvi, S. R.(1992). “Strength and ductility of confined concrete.” J. Struct. Eng. (India), 118(6), 1590–1607.
Sheikh, S. A., and Uzumeri, S. M.(1980). “Strength and ductility of tied concrete columns.” J. Struct. Div., 106(5), 1079–1102.
Sheikh, S. A., and Uzumeri, S. M.(1982). “Analytical model for concrete confinement in tied columns.” J. Struct. Div., 108(12), 2703–2722.
Suda, K., Amano, R., Masukawa, J., and Ichinomiya, T.(1997). “Effects of torsion on ductility of high-piers.” Proc., JCI, Tokyo, 19 (2),789–794 (in Japanese).
Suda, K., Murayama, Y., Amano, R., and Iohinomiya, T. (1995). “Effect of torsion on ductility of reinforced concrete piers with hollow section.” Proc., 51th Annual Conf. of JSCE, Tokyo, No. 5, 840–841 (in Japanese).
Suda, K., Shimbo, H., Masukawa, J., and Murayama, Y. (1996a). “New method for restraint of longitudinal bar buckling in rectangular columns with hollow section.” Proc., Technical Conf. of the Great Hanshin-Awaji Earthquake, JSCE, Tokyo, 579–582 (in Japanese).
Suda, K., Shimbo, H., Masukawa, J., and Murayama, Y.(1996b). “Reinforcing method to improve ductility of RC column with hollow section.” Proc., JCI, Tokyo, 18(2), 725–730 (in Japanese).
Taylor, A. W., and Breen, J. E. (1994). “Design recommendations for thin-walled box piers and pylons.” Concrete International, American Concrete Institute, Detroit, 36–41.
Wang, G. G., and Hsu, C.-T. T.(1992). “Complete biaxial load-deformation behavior of RC columns.” J. Struct. Eng. (India), 118(9), 2590–2609.
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.
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Jul 13, 2000
Accepted: Apr 18, 2001
Published online: Jan 1, 2002
Published in print: Jan 2002
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.