DISCUSSIONS AND CLOSURES
Jul 1, 1996
Discussion: Parameters Affecting Distortional Buckling of Tapered Steel Members
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References
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Argyris, J. H. et al. (1978). “On large displacement—small strain analysis of structures with rotational degree of freedom.”Comp. Methods in Appl. Mech. and Engrg., 14, 401–451; 15, 99–135.
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Argyris, J. H., and Simeonidis, S.(1981). “Nonlinear finite element analysis of elastic systems under nonconservative loading—natural formulation.”Comp. Methods in Appl. Mech. and Engrg., 26, 75–123.
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Bolotin, V. V. (1963). Nonconservative problems of the theory of elastic stability . Pergamon Press, New York, N.Y. (translated from Russian).
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Dabrowski, R.(1991). “Two examples of instability under follower load.”J. Constr. Steel Res., 19, 153–161.
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Yang, Y. B., and McGuire, W.(1986). “Stiffness matrix for geometric nonlinear analysis.”J. Struct. Engrg., ASCE, 112(4), 853–877.
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Yang, Y. B., and McGuire, W.(1986). “Joint rotation and geometric nonlinear analysis.”J. Struct. Engrg., ASCE, 112(4), 879–905.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Jul 1, 1996
Published in print: Jul 1996
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Ryszard Dabrowski
Prof. Emeritus, Chrzanowskiego 78 m 15, 80-278 Gdansk- Wrzeszcz., Poland.
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