Closure to “Buckling Capacities of Monosymmetric I‐Beams” by Chien M. Wang and Sritawat Kitipornchai (November 1986, Vol. 112, No. 11)
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Volume 114, Issue 3
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References
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Barsoum, R. S., and Gallagher, R. H. (1970). “Finite element analysis of torsional and torsional‐flexural stability problems.” Internat. J. Numer. Methods in Engrg., 2(13), 335–352.
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Chen, W. F., and Atsuta, T. (1977). Theory of beam‐columns. Vol. 2, McGraw‐Hill Book Co., Inc., New York, N.Y.
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Goto Y., Matsuura, S., Hasagawa, A., and Nishino, F. (1985). “A new formulation of finite displacement theory of curved and twisted rods.” Struct./Earthquake Engrg., 2(2), 119–129.
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Kitipornchai, S., and Dux, P. F. (1982). Discussion of “Wagner hypothesis in beam and column theory” by Morris Ojalvo. J. Engrg. Mech. Div., ASCE, 108(3), 570–572.
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Kitipornchai, S., Wang, C. M., and Trahair, N. S. (1987). Closure to “Buckling of monosymmetric I‐beams under moment gradient.” J. Struct. Engrg., ASCE, 113(6), 1391–1395.
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Nishino, F., Kasemset, C., and Lee, S. L. (1973). “Variational formulation of stability problems for thin‐walled members.” Ingenieur‐Archiv., 43(1), 58–68.
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Ojalvo, M (1981). “The Wagner hypothesis in beam and column theory.” J. Engrg. Mech. Div., ASCE, 107(4), 649–677.
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Published In
Journal of Structural Engineering
Volume 114 • Issue 3 • March 1988
Pages: 739 - 740
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Copyright © 1988 ASCE.
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Published online: Mar 1, 1988
Published in print: Mar 1988
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