AN EXPERIMENTAL STUDY ON ULTIMATE STRENGTH OF THIN-WALLED BOX STUB-COLUMNS WITH STIFFENERS SUBJECTED TO COMPRESSION AND BENDING
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Eng., Osaka City University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1985/362/1985_362_87/_pdf
Reference14 articles.
1. 1) Japanese Road Association: Specifications for Highway Bridges, Feb. 1980.
2. 2) British Standards Institution: BS 5400, Steel concrete and composite bridges, Part 3 Gode of practice for design of steel bridges, April 1982.
3. 3) Deutscher Ausschuß für Stahlbau: DASt Ri-012, Beulsicherheitsnachweise für Platten, Okt. 1978.
4. 4) Nakai, H., Kitada, H., and Miki, T.: Ultimate Stregth of Thin-Walled Box Stub-Columns, Proc. of JSCE, Struct. Eng./Earthq. Eng., Vol. 2, No. 1 pp. 25-34, April 1985.
5. 5) Nakai, H., Kitada, T. and Miki, T.: Interaction Curve of Thin-Walled Box Stub-Column subjected to Compression and Bending for applying to Overall Buckling Analysis of Columns, Proc. of JSCE, Struct. Eng./Earthq. Eng., Vol. 2, No. 2, Oct. 1985.
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