EFFECTS OF PRE-BUCKLING DEFLECTIONS ON LOCAL, DISTORTIONAL AND LATERAL-TORSIONAL BUCKLING OF I-BEAMS
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Eng., Akita Univ.
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1985/362/1985_362_221/_pdf
Reference4 articles.
1. 1) Usuki, S. and Hasebe, K.: Local and distortional buckling of thin walled beams based on second order displacement fields, ProC. JSCE, No. 344/I-1, pp. 357-366, 1984.
2. 2) Trahair, N. S. and Woolcock, S. T.: Effects of major axis curvature on I-beam stability, Proc. ASCE, Vol. 99, No. EM1, pp. 85-98, 1973.
3. 3) Nisino, F., Kurakata, Y., Hasegawa, A. and Okumura, T.: Thin-walled members under axial force, bending and torsion Proc. JSCE, No. 247, pp. 9-19, 1976.
4. 4) Timoshenko, S. P. and Gere, J. M.: Theory of elastic stability, McGraw-Hill, N. Y., 1959.
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