Discussion of “Rotation-Based Shear Failure Model for Lightly Confined RC Columns” by Wassim M. Ghannoum and Jack P. Moehle
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VIEW THE ORIGINAL ARTICLEAuthors: Li-Wei Liu [email protected], Wei-Jian Yi, Ph.D. [email protected], and Yun Zhou, Ph.D. [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 140, Issue 5
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References
Ghannoum, W. M., and Moehle, J. P. (2012). “Shake-table tests of a concrete frame sustaining column axial failures.” ACI Struct. J., 109(3), 393–402.
Kowalsky, M. J., Priestley, M. J. N., and Seible, F. (1999). “Shear and flexural behavior of lightweight concrete bridge columns in seismic regions.” ACI Struct. J., 96(1), 136–148.
Saatcioglu, M., Alsiwat, J. M., and Ozcebe, G. (1992). “Hysteretic behavior of Anchorage slip in R/C members.” J. Struct. Eng., 2439–2458.
Sezen, H., and Moehle, J. P. (2006). “Seismic tests of concrete columns with light transverse reinforcement.” ACI Struct. J., 103(6), 842–849.
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Published In
Journal of Structural Engineering
Volume 140 • Issue 5 • May 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Apr 25, 2013
Accepted: May 13, 2013
Published online: Mar 17, 2014
Published in print: May 1, 2014
Discussion open until: Aug 17, 2014
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Authors
Affiliations
Ph.D. Student, College of Civil Engineering, Hunan Univ., Changsha 410082, P.R. China (corresponding author). E-mail: [email protected]
Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, P.R. China. E-mail: [email protected]
Associate Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, P.R. China. E-mail: [email protected]
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