EFFECTS OF PRE-BUCKLING DEFLECTIONS ON LOCAL, DISTORTIONAL AND LATERAL-TORSIONAL BUCKLING OF I-BEAMS

Author:

USUKI Seizou12,HASEBE Kaoru12

Affiliation:

1. JSCE

2. Dept. of Civil Eng., Akita Univ.

Publisher

Japan Society of Civil Engineers

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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