ULTIMATE STRENGTH OF THIN-WALLED BOX STUB-COLUMNS-Reference-Cited by-同舟云学术

ULTIMATE STRENGTH OF THIN-WALLED BOX STUB-COLUMNS

Published:1985-04-20 Issue:356 Volume:1985 Page:25-35
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

NAKAI Hiroshi¹²,KITADA Toshiyvki¹²,MIKI Toshihiro¹²

Affiliation:

1. JSCE

2. Osaka City University

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1985/356/1985_356_25/_pdf

Reference17 articles.

1. 1) Japan 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-Ri012, Buelsicherheitsnachweise 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-80-205, January, 1980.

5. 5) Komatsu, S. and Kitada. T.: A Study on the Ultimate Strength of Compression Plate with Initial Imperfections, Proc. of JSCE, No. 270. pp. 1-14. Feb., 1978.

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

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

4. AN APPROXIMATE METHOD FOR CALCULATING CRITICAL STRENGTH OF THIN-WALLED STEEL FRAMES;Doboku Gakkai Ronbunshu;1987-04-20

5. IN-PLANE CRITICAL STRENGTH OF THIN-WALLED STEEL FRAMES SUBJECTED TO VERTICAL LOADS;Doboku Gakkai Ronbunshu;1986-04-20