EFFECTS OF MOMENT DISTRIBUTION ON LATERAL-TORSIONAL BUCKLING STRENGTH OF ROLLED STEEL I-BEAMS

Author:

KUBO Masahiro1,FUKUMOTO Yuhshi1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference29 articles.

1. 1) Nethercot, D. A.: Elastic Lateral Buckling of Beams, Chapter 1 in Beams and Columns, edited by R. Narayanan, Applied Science Publishers, London, pp. 1-33, 1983.

2. 2) Trahair, N. S: Inelastic Lateral Buckling of Beams, Chapter 2 in Beams and Columns, edited by R. Narayanan, Applied Science Publishers, London, pp. 34-69, 1983.

3. 3) Lindner, J.: Traglastkurven für I-Träger, die durch außermittige Querlaster beansprucht werden, Der Stahlbau 43, Heft 10, S. 307-313, 1974.

4. 4) Vinnakota, S.: Inelastic Stability of Laterally Unsupported I-Beams, Computers & Structures, Vol. 7, pp. 377-389, 1977.

5. 5) Yoshida, H, and Maegawa, K.: Lateral Instability of I-Beams with Imperfections, Journal of the Structural Division, ASCE, Vol. 110, No. ST 8, pp. 1875-1892, 1984.

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