LOCAL BUCKLING OF CHROMIUM STAINLESS STEEL COMPRESSIVE MEMBERS : Study on light-weight stainless steel structures Part 5-Reference-Cited by-同舟云学术

LOCAL BUCKLING OF CHROMIUM STAINLESS STEEL COMPRESSIVE MEMBERS : Study on light-weight stainless steel structures Part 5

Published:2004 Issue:582 Volume:69 Page:163-170
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KUWAMURA Hitoshi¹,KATO Taichi¹

Affiliation:

1. Dept. of Architecture, the Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/582/69_KJ00004090937/_pdf

Reference5 articles.

1. 2) VON KARMAN T. The Strength of Thin Plates in Compression. Trans. ASME. (1932) vol.54, p.53-57.

2. 3) DONNELL L. H. Stability of Thin-Walled Tubes under Torsion. NACA Report. (1933) vol.479, p.95-116.

3. 4) DONNELL L. H. Effects of Imperfections on Buckling of Thin Cylinders and Columns under Axial Compression. J. Applied Mechanics. (1950) vol.17, p.73-83.

4. 5) GERARD G. Compressive and Torsional Bucking of Thin-Wall Cylinders in Yield Region. (1956)

5. LOCAL BUCKLING AND EFFECTIVE WIDTH OF THIN-WALLED STAINLESS STEEL STUB-COLUMNS : Study on light-weight stainless steel structures Part 1

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1. Ultimate strength of duplex stainless steel plates under uniaxial compression;Steel Construction;2010-06-15

2. EFFECT OF STRESS-STRAIN CURVES ON LIMIT WIDTH-TO-THICKNESS RATIOS OF STEEL COMPRESSIVE MEMBERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2005