Discussion of “Nonlinear Uniaxial Material Model for Reinforcing Steel Bars” by Sashi K. Kunnath, YeongAe Heo, and Jon F. Mohle
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 136, Issue 7
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References
Chang, G., and Mander, J. (1994). “Seismic energy-based fatigue damage analysis of bridge columns: Part I—Evaluation of seismic capacity.” NCEER Technical Rep. No. 94–0006, Buffalo, N.Y.
Cosenza, E., and Prota, A. (2006). “Experimental behavior and numerical modeling of smooth steel bars under compression.” J. Earthquake Eng., 10(3), 313–329.
Dhakal, R., and Maekawa, K. (2002). “Modeling for postyield buckling of reinforcement.” J. Struct. Eng., 128(9), 1139–1147.
Menegotto, M., and Pinto, P. E. (1973). “Method of analysis for cyclically loaded reinforced concrete frames including changes in geometry and non-elastic behavior of elements under combined normal forces and bending moment.” IASBE Proc., Lisbon.
Prota, A., De Cicco, F., and Cosenza, E. (2009). “Cyclic behavior of smooth steel reinforcing bars: Experimental analysis and modeling issues.” J. Earthquake Eng., 13(4), 500–519.
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Published In
Journal of Structural Engineering
Volume 136 • Issue 7 • July 2010
Pages: 917 - 918
Copyright
© 2010 ASCE.
History
Received: Jul 21, 2009
Accepted: Sep 30, 2009
Published online: Jun 15, 2010
Published in print: Jul 2010
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Edoardo Cosenza
Full Professor, Dept. of Structural Engineering, Univ. of Naples “Federico II”, Via Claudio 21, 80125 Naples, Italy. E-mail: [email protected]
Fiorenzo De Cicco, Ph.D.
Dept. of Structural Engineering, Univ. of Naples “Federico II”, Via Claudio 21, 80125 Naples, Italy. E-mail: [email protected]
Andrea Prota
Assistant Professor, Dept. of Structural Engineering, Univ. of Naples “Federico II”, Italy. E-mail: [email protected]
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