DISCUSSIONS AND CLOSURES
Sep 1, 1991
Discussion of “Effect of Axial Compressibility on Buckling of Columns” by Charles W. Bert (March, 1990, Vol. 116, No. 3)
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References
1.
Iwakuma, T. (1990). “Timoshenko beam theory with extension effect and its stiffness equation for finite rotation.” Comput. Struct., 34(2), 239–250.
2.
Iwakuma, T., Hasegawa, A., Nishino, F., and Kuranishi, S. (1987). “Principle and numerical check of a stiffness equation for plane frames.” Structural Engrg./Earthquake Engrg., 4, 73s–83s.
3.
Iwakuma, T., and Kuranishi, S. (1984). “How much contribution does the shear deformation have in a beam theory?” Structural Engrg./Earthquake Engrg., 1, 103s‐113s.
4.
Reissner, E. (1972). “On one‐dimensional finite‐strain beam theory: The plane problem.” ZAMP, 23, 795–804.
5.
Reissner, E. (1982). “Some remarks on the problem of column buckling.” Ing. Arch., 52, 115–119.
6.
Ziegler, H. (1982). “Arguments for and against Engesser's buckling formulas.” Ing. Arch., 52, 105–113.
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Copyright © 1991 ASCE.
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Published online: Sep 1, 1991
Published in print: Sep 1991
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Tetsuo Iwakuma
Assoc. Prof. of Civ. Engrg., Tohoku Univ., Sendai, 980 Japan
Fumio Nishino, Member, ASCE
Prof. of Civ. Engrg., The Univ. of Tokyo, Tokyo, 113 Japan
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