Discussion of “Uniaxial Shear-Flexure Model for Reinforced Concrete Elements” by H. Mostafaei and F. J. Vecchio
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 136, Issue 4
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References
Lynn, A. C., Moehle, J. P., Mahin, S. A., and Holmes, W. T. (1996). “Seismic evaluation of existing reinforced concrete building columns.” Earthquake Spectra, 12(4), 715–739.
Mostafaei, H., and Kabeyasawa, T. (2005). “A simple approach for displacement-based assessment of RC columns.” Proc., 1st NEES/Edefense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Earthquake Engineering Research Center, PEER 2005/10, 47–63.
Mostafaei, H., and Kabeyasawa, T. (2007). “Axial-shear-flexure interaction approach for reinforced concrete columns.” ACI Struct. J., 104 (2), 218–226.
Saatcioglu, M., and Ozcebe, G. (1989). “Response of reinforced concrete columns to simulated seismic loading.” ACI Struct. J., 86 (1), 3–12.
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Published In
Journal of Structural Engineering
Volume 136 • Issue 4 • April 2010
Pages: 468 - 469
Copyright
© 2010 ASCE.
History
Received: Nov 12, 2008
Accepted: Jan 12, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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Professor, College of Civil Engineering, Hunan Univ., Changsha, China. E-mail: [email protected]
Ph.D. Student, College of Civil Engineering, Hunan Univ., Changsha, China. E-mail: [email protected]
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