Discussion of “Stress-Strain Model for High-Strength Concrete Confined by Welded Wire Fabric” by Sami W. Tabsh
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VIEW THE ORIGINAL ARTICLEAuthors: Tavio [email protected] and Benny KusumaAuthor Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 1
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References
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.
Lambert-Aikhionbare, N., and Tabsh, S. W. (2001). “Confinement of high-strength concrete with welded wire reinforcement.” ACI Struct. J., 98(5), 677–685.
Légeron, F., and Paultre, P. (2003). “Uniaxial confinement model for normal- and high-strength concrete columns.” J. Struct. Eng., 129(2), 241–252.
Mander, J. B., Priestley, M. J., and Park, R. (1984). “Seismic design of bridge piers.” Research Rep. No. 84-2, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
Razvi, S., and Saatcioglu, M. (1999). “Confinement model for high-strength concrete.” J. Struct. Eng., 125(3), 281–289.
Sheikh, S. A., and Uzumeri, S. M. (1982). “Analytical model for concrete confinement in tied columns.” J. Struct. Div., 108(12), 2703–2722.
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Published In
Journal of Materials in Civil Engineering
Volume 21 • Issue 1 • January 2009
Pages: 40 - 45
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© 2009 ASCE.
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Published online: Jan 1, 2009
Published in print: Jan 2009
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Authors
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Tavio [email protected]
Assistant Professor, Dept. of Civil Engineering, Sepuluh Nopember Institute of Technology (ITS), ITS Campus, Keputih-Sukolilo, Surabaya 60111, Indonesia. E-mail: [email protected]
Benny Kusuma
Ph.D. Candidate, Dept. of Civil Engineering, Sepuluh Nopember Institute of Technology (ITS), ITS Campus, Keputih-Sukolilo, Surabaya 60111, Indonesia.
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