DISCUSSIONS AND CLOSURES
May 1, 2000
An Improved K-Factor Formula
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Volume 126, Issue 5
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References
1.
Hellesland, J. (1976). “Approximate second order analysis of unbraced frames.” Tech. Rep., Dr. Ing. A. Aas-Jakobsen, Ltd., Oslo, Norway.
2.
Hellesland, J. (1998). “Application of the method of means to the stability analysis of unbraced frames.” J. Constr. Steel Res., 46(1-3), 98.
3.
Hellesland, J., and Bjorhovde, R. (1996). “Improved frame stability analysis with effective lengths.”J. Struct. Engrg., ASCE, 122(11), 1275–1283.
4.
Cheong-Siat-Moy, F. ( 1995). “Misconceptions regarding the K-factor.” Proc., Int. Conf. on Struct. Stability and Des., Balkema, Rotterdam, The Netherlands, 243–248.
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Published online: May 1, 2000
Published in print: May 2000
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Jostein Hellesland
Francois Cheong-Siat-Moy
Prof., Mechanics Division, Dept. of Math., Univ. of Oslo, 0316 Oslo, Norway.
Prof. of Civ. Engrg., California State Univ., Sacramento, CA 95819.
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