FORMULATION OF DISTORTIONAL BEHAVIOR OF THIN-WALLED CURVED BEAM WITH OPEN CROSS SECTION-Reference-Cited by-同舟云学术

FORMULATION OF DISTORTIONAL BEHAVIOR OF THIN-WALLED CURVED BEAM WITH OPEN CROSS SECTION

Published:1985-04-20 Issue:356 Volume:1985 Page:91-100
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

HIKOSAKA Hiroshi¹²,TAKAMI Katsuhiko¹³

Affiliation:

1. JSCE

2. Civil Engineering, Kyushu University

3. Dept. of Civil Engineering, Kyushu University

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1985/356/1985_356_91/_pdf

Reference13 articles.

1. 1) Nishino, F. and Fukasawa, Y. Formulation of static behavior of thin-walled curved beams under assumptions of strain field, Proc. of JSCE, No. 247, pp. 9-19, March 1976 (in Japanese).

2. 2) Konishi, I. and Komatsu, S.: On fundamental theory of thin-walled curved girder, Proc. of JSCE, No. 87, pp. 35-48, Nov. 1962 (in Japanese).

3. 3) Kuranishi, S.: Analysis of thin-walled curved beam, Proc. of JSCE, No. 108, pp. 7-12, Aug. 1964 (in Japanese).

4. 4) Fukasawa, Y.: Fundamental theory on the statical analysis of thin-walled curved bars, Proc. of JSCE, No. 110, pp. 30-51, Oct. 1964 (in Japanese).

5. 5) Yamasaki, T., Yano, T. and Hikosaka, H.: Curved steel guideway for suspended monorail system, Final Report of 11th IABSE Congress, Vienna, pp. 351-356, Oct. 1980.

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