EFFECT OF STRESS-STRAIN CURVES ON LIMIT WIDTH-TO-THICKNESS RATIOS OF STEEL COMPRESSIVE MEMBERS
Author:
Affiliation:
1. Dept. of Architecture, the Univ. of Tokyo
2. Struc. Design Office OAK:the Univ. of Tokyo
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/70/594/70_KJ00004392885/_pdf
Reference14 articles.
1. 2) WILKINSON T. Finite Element Methods for the Analysis of Thin-Walled Tubular Sections Undergoing Plastic Rotation. Proc. 3rd International Conference on Thin-Walled Structures, 2001. Elsevier. (2001)
2. 3) ABAQUS Inc. ABAQUS (ver. 6.4) Analysis User's Manual. Pawtucket. (2003)
3. 4) BLEICH F. Buckling Strength of Metal Structures. McGraw-Hill Book Company. (1952)
4. 5) GERARD G. Introduction to Structural Stability Theory. McGraw-Hill Book Company. (1962)
5. 6) XIAO Y. Ultimate Compressive Strength of Aluminum Plate Elements. Journal of Structural Engineering, ASCE. (2003)
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