ANALYSIS OF ELASTIC DISTORTIONAL INSTABILITY OF THIN-WALLED MEMBERS WITH OPEN POLYGONAL CROSS SECTION

Author:

HIKOSAKA Hiroshi12,TAKAMI Katsuhiko12,MARUYAMA Yoshikazu12

Affiliation:

1. JSCE

2. Department of Civil Engineering, Kyushu University

Publisher

Japan Society of Civil Engineers

Reference10 articles.

1. 1) Bradford, M. A. and Trahair, N. S.: Distortional buckling of I-beams, Proc. ASCE, Vol. 107, No. ST2, pp. 355-377, 1981.

2. 2) 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 (in Japanese).

3. 3) Fukasawa, Y. and Sugihara, M.: The effects of web distortion on lateral elastic buckling of I-beams, Journal of Structural Engineering, JSCE, Vol. 31A, pp. 15-23, 1985 (in Japanese).

4. 4) Sugihara, M. and Fukasawa, Y.: Inelastic flexural-torsional buckling strength of I-section members with flexible webs, Reports of the Faculty of Engineering, Yamanashi University, No. 36, pp. 19-25, 1985 (in Japanese).

5. 5) Nishino, F. et al.: Thin-walled members under axial force, bending and torsion, Proc. JSCE, No. 225, pp. 1-12, 1974 (in Japanese).

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