FLEXURAL BUCKLING OF CENTRALLY LOADED COLUMNS OF THIN-WALLED STAINLESS STEEL : Study on light-weight stainless steel structures Part 2-Reference-Cited by-同舟云学术

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FLEXURAL BUCKLING OF CENTRALLY LOADED COLUMNS OF THIN-WALLED STAINLESS STEEL : Study on light-weight stainless steel structures Part 2

Published:2001 Issue:549 Volume:66 Page:135-142
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,INABA Yuichiro¹,ISOZAKI Ayumi¹

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/66/549/66_KJ00004102426/_pdf

Reference1 articles.

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

Cited by 4 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. Numerical investigation on strength design and curling effect of mechanically fastened joints in cold-formed austenitic stainless steel;Materials & Design;2011-08

2. A parametric study on ultimate strength of single shear bolted connections with curling;Thin-Walled Structures;2008-01

3. Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear;Thin-Walled Structures;2007-04

4. ULTIMATE BEHAVIOR OF FASTENER CONNECTIONS OF THIN STAINLESS STEEL PLATES : Study on light-weight stainless steel structures Part4;Journal of Structural and Construction Engineering (Transactions of AIJ);2002

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