A DESIGN METHOD FOR ORTHOGONALLY STIFFENED PLATES WITH OR WITHOUT STRINGERS SUBJECTED TO UNIAXIAL COMPRESSION-Reference-Cited by-同舟云学术

A DESIGN METHOD FOR ORTHOGONALLY STIFFENED PLATES WITH OR WITHOUT STRINGERS SUBJECTED TO UNIAXIAL COMPRESSION

Published:1985-10-20 Issue:362 Volume:1985 Page:55-64
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

NAKAI Hiroshi¹²,TAIDO Yoneyoshi¹³,KITADA Toshiyuki¹²,HAYASHI Hidenao¹⁴

Affiliation:

1. JSCE

2. Department of Civil Eng., Osaka City Univ.

3. Steel Structure Div., Ishikawajima-Harima Heavy Industries CO., Ltd.

4. Hanshin Expressway Public Corporation.

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1985/362/1985_362_55/_pdf

Reference26 articles.

1. 1) Komatsu, S. and Kitada, T.: Practical Method of Calculation for the Ultimate Strength of Stiffened Plates under Compression, Proc. of JSCE, No. 302, Oct., pp. 1-13, 1980 (in Japanese).

2. 2) Japan Road Association: Specifications for Highway Bridges in Japan (JSHB), February, 1980 (in Japanese).

3. 3) Nakai, H. and Kitada, T.: A Design Method of Wide Stiffened Flange under Compression, Hanshin Expressway Public Corporation and Disaster Science Institution, Oct., 1982 (in Japanese).

4. 4) Dowling, P. J.: Codified Design Methods for Wide Steel Compression Flanges, The Design of Steel Bridges, edited by Rockey and Evans, Paper No. 16, pp. 307-328, 1981.

5. 5) Lamas, A. R. G.: Influence of Shear Lag on Collapse of Wide Flange Girders, Thesis for Ph. D, Imperial College, London, 1977.

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