Ultimate Strength Analysis of Curved I‐Beams

Author:

Yoshida Hiroshi,Maegawa Kouji

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference11 articles.

1. Becker G. “Ein Beitrag zur statischen Berechnung beliebig gelagerter ebener gekrümmter Stäbe mit einfach symmetrischen dünnwandigen offenen Profielen von in Stabachse veränderlichen Querschnitt under Berücksichtigung der Wölbkrafttorsion ” Der Stahlbau Heft 11/12 Nov./Dec. 1965 pp. 334–346/368–377.

2. Curved I-Girder Bridge Design Recommendations

3. Enda Y. “Analysis of Thin‐Walled Curved Beams with Open Cross Section as Finite Displacement Theory by Transfer Matrix Method ” Proceedings of Japan Society of Civil Engineers No. 199 Mar. 1972 pp. 11–20 (in Japanese).

4. Fukumoto Y. and Kubo M. “An Experimental Review of Lateral Buckling of Beams and Girders ” International Colloquium on Stability of Structures under Static and Dynamic Loads ASCE 1977 pp. 541–562.

5. Ultimate Load Behavior of Curved I-Beams

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