DISCUSSIONS AND CLOSURES
Jun 15, 2010

Closure to “Nonlinear Uniaxial Material Model for Reinforcing Steel Bars” by Sashi K. Kunnath, YeongAe Heo, and Jon F. Mohle

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Publication: 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, Multi-Disciplinary Center for Earthquake Engineering Research, State University of New York, 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 of cyclically loaded RC plane frames including changes in geometry and nonelastic behavior of elements under normal forces and bending.” Preliminary Rep. No. 13, IABSE, Zurich, Switzerland, 15–22.
OpenSees. (2009). “Open system for earthquake engineering simulation.” Open source software, ⟨http://opensees.berkeley.edu⟩.
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.
Restrepo-Posada, J. I., Dodd, L. L., Park, R., and Cooke, N. (1994). “Variables affecting the cyclic behavior of reinforcing steel.” J. Struct. Eng., 120(11), 3178–3196.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 136Issue 7July 2010
Pages: 918 - 920

History

Received: Dec 22, 2009
Accepted: Feb 1, 2010
Published online: Jun 15, 2010
Published in print: Jul 2010

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Sashi Kunnath, M.ASCE [email protected]
Professor, Univ. of California, Davis, CA 95616. E-mail: [email protected]
YeongAe Heo [email protected]
Graduate Student Researcher, Univ. of California, Davis, CA 95616. E-mail: [email protected]

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