Discussion of “Seismic Shear Strength of Reinforced Concrete Columns” by M. J. Nigel Priestley, Ravindra Verma, and Yan Xiao
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Volume 122, Issue 4
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References
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ACI-ASCE Committee 426.(1977). “Suggested revisions to shear provisions for building codes.”ACI J., 74(9), 458–469.
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Aschheim, M., and Moehle, J. (1992). “Shear strength and deformability of RC bridge columns subjected to inelastic cyclic displacements.”UCB/EERC-92/04, Earthquake Engrg. Res. Ctr., Univ. of California at Berkeley, Calif.
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Aschheim, M., Moehle, J., and Werner, S. (1993). “Deformability of concrete columns.” Dames & Moore, Oakland, Calif.
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“Bridge design specification.” (1993). California Dept. of Transp., Sacramento, Calif.
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Iwasaki, T., Kawashima, K., Hagiwara, R., Hasegawa, K., Koyama, T., and Yoshida, T. (1985). “Experimental investigation on hysteretic behavior of reinforced concrete bridge pier columns.”Proc., 2nd Joint U.S.-Japan Workshop on Perf. and Strengthening of Bridge Struct. and Res. Needs, San Francisco, Calif.
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Priestley, M. J. N., Seible, F., and Benzoni, G. (1994d). “Seismic response of columns with low longitudinal reinforcement ratios.”Proc., 3rd Annu. Seismic Res. Workshop, California Dept. of Transp., Div. of Struct., Sacramento, Calif.
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Shohara, R., and Kato, B. (1981). “Ultimate strength of reinforced concrete members under combined loading.”Working Papers, IABSE Colloquium on Advanced Mech. of Reinforced Concrete, IABSE, Delft, The Netherlands, 631–645.
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Umehara, H., and Jirsa, J. (1982). “Shear strength and deterioration of short reinforced concrete columns under cyclic deformations.”PMFSEL Rep. No. 82-3, Dept. of Civ. Engrg., Univ. of Texas at Austin, Tex.
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Published In
Journal of Structural Engineering
Volume 122 • Issue 4 • April 1996
Pages: 461 - 463
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Apr 1, 1996
Published in print: Apr 1996
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