Closure to “Mechanics and Slenderness Limits of Sway-Restricted Reinforced Concrete Columns” by Jostein Hellesland
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 135, Issue 11
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References
Aristizabal-Ochoa, J. D. (1997). “Amplification factor for three-dimensional RC framed structures: A nonparadoxical approach.” ACI Struct. J., 94(5), 538–548.
Hellesland, J. (2005). “Nonslender column limits for braced and unbraced reinforced concrete members.” ACI Struct. J., 102(1), 12–21.
Hellesland, J. (2009). “Extended second order approximate analysis of frames with sway-braced column interaction.” J. Constr. Steel Res., 65(5), 1075–1086.
Mari, A. R., and Hellesland, J. (2005). “Lower slenderness limits for rectangular reinforced concrete columns.” J. Struct. Eng., 131(1), 85–95.
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© 2009 ASCE.
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Received: Apr 20, 2009
Accepted: Apr 29, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009
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Professor, Mechanics Division, Dept. of Mathematics, Univ. of Oslo., P. O. Box 1053, Blindern, NO-0316 Norway. E-mail: [email protected]
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