INTERACTION CURVE OF THIN-WALLED BOX STUB-COLUMN SUBJECTED TO COMPRESSION AND BENDING FOR APPLYING TO OVERALL BUCKLING ANALYSIS OF COLUMNS-Reference-Cited by-同舟云学术

INTERACTION CURVE OF THIN-WALLED BOX STUB-COLUMN SUBJECTED TO COMPRESSION AND BENDING FOR APPLYING TO OVERALL BUCKLING ANALYSIS OF COLUMNS

Published:1985-10-20 Issue:362 Volume:1985 Page:65-73
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

NAKAI Hiroshi¹²,KITADA Toshiyuki¹²,MIKI Toshihiro¹²

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_65/_pdf

Reference13 articles.

1. 1) Japanese Road Association: Specifications for Highway Bridges (JSHB), Feb. 1980.

2. 2) British Standards Institution: BS 5400, Steel concrete and composite bridges, Part 3, Code of practice for design of steel bridges, April 1982.

3. 3) Deutscher Ausschuß für Stahlbau: DASt Ri-012, Beulsicherheits nachweise für Platten, Okt. 1978.

4. 4) Federal Highway Administration Office of Research and Development: Proposed Design Specifications for Steel Box Girder bridges, Final Report, No. FHWA-TS-80-2025, January 1980.

5. 5) Little, G. H.: Square Box Sections-Experimental Behavior under Combined Bending and Compression, Journal of Strain Analysis, Vol. 13, No. 3, pp. 165-176, 1978.

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. ANALYTICAL STUDY ON INTERACTION CURVE FOR ULTIMATE STRENGTH OF THIN-WALLED BOX STUB COLUMNS;Doboku Gakkai Ronbunshu;1998-10-21

2. EXPERIMENTAL RE-EXAMINATION OF COUPLED BUCKLING STRENGTH FORMULA EXPRESSED AS FUNCTION OF INITIAL IMPERFECTIONS;Doboku Gakkai Ronbunshu;1996-07-21

3. STRENGTH FORMULA FOR STEEL BEAM-COLUMNS WITH BOX SECTION CONSIDERING LOCAL BUCKLING;Doboku Gakkai Ronbunshu;1990-04-20

4. COUPLED BUCKLING STRENGTH OF STEEL H-SECTION COLUMNS AND DESIGN FORMULA;Doboku Gakkai Ronbunshu;1988-10-20

5. EFFECTS OF LOCAL BUCKLING OF COMPONENT PLATES ON THE STRENGTH OF WELDED STEEL MEMBERS;Doboku Gakkai Ronbunshu;1988-04-20