Closure to “Slenderness K Factor for Leaning Columns” by J. Dario Aristizabal‐Ochoa
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 123, Issue 2
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References
1.
ACI Committee 318. (1992). “Building code requirements for reinforced concrete and commentary.” ACI 318‐89/318R‐89, (Revised 1992), Am. Concrete Inst., Detroit, Mich.
2.
Aristizabal‐Ochoa, J. D. (1994a). “K‐factor for columns in any type of construction: nonparadoxical approach.” J. Struct. Engrg., ASCE, 120(4), 1272–1290.
3.
Aristizabal‐Ochoa, J. D. (1994b). “Slenderness K‐factor for leaning columns.” J. Struct. Engrg., ASCE, 120(10), 2977–2991.
4.
Aristizabal‐Ochoa, J. D. (1995). “Story stability and minimum bracing in R/C framed structures: a general approach.” ACI Struct. J., 92(6), 735–744.
5.
Cheong‐Siat‐Moy, F. (1986). “K‐factor paradox.” J. Struct. Engrg., ASCE, 112(8), 1747–1760.
6.
Manual of steel construction. (1990). “Allowable stress design.” 9th Ed., Am. Inst. of Steel Constr., Chicago, Ill.
7.
Manual of steel construction. (1993). “Load and resistance factor design.” 2nd Ed., Am. Inst. of Steel Constr., Chicago, Ill.
8.
Salmon, C. G., and Johnson, J. E. (1980). Steel structures: design and behavior, 2nd Ed., Harper & Row, Publishers, Inc., Chapter 14.
9.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, 2nd Ed., McGraw‐Hill Book Co., Inc., New York, N.Y.
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Copyright © 1997 ASCE.
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Published online: Feb 1, 1997
Published in print: Feb 1997
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