BUCKLING STRENGTH AND BEHAVIOR OF ELASTIC LOCAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION
Author:
Affiliation:
1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/790/86_1685/_pdf
Reference21 articles.
1. 1) K. Mitsui, A. Watanabe, T. Kobashi, K. Ikarashi: EFFECT OF GEOMETRICAL IMPERFECTIONN ON ANALYTICAL BUCKLING STRENGTH OF COLD-FORMED LIPPED CHANNEL STEEL MEMBER UNDER COMPRESSION, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 86, No. 779, pp. 157 - 167, 2021. 1 (In Japanese)
2. 2) American Iron and Steel Institute (AISI): North American Specification for the Design of Cold-Formed Steel Structural Members, 2016
3. 3) CEN Brussels : EN 1993-1-1. Eurocode 3 - design of steel structures. Part 1-1, General rules and rules for buildings, 2005. 5
4. 4) Australian/New Zealand Standard: Cold-formed Steel Structure, Standards Australia/Standards New Zealand, 1996
5. 5) S. C. W. Lau, G. J. Hancock: Distortional Buckling Formulas for Channel Columns, Journal of Structural Engineering, Vol. 113 (5), pp. 1063 - 1078, 1987. 5
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1. EFFECT OF GLOBAL BUCKLING AND DISTORTIONAL BUCKLING ON EFFECIVE AREA OF LIPPED CHANNEL MEMBER;Journal of Structural Engineering B;2024
2. Influence of Eccentricity on Elastic Critical Buckling Load and Behavior of Cold-Formed Steel Lipped Channel Columns;Lecture Notes in Civil Engineering;2024
3. Evaluation of Elastic Local Buckling Strength of Rectangular Hollow Section Members Considering Shear Bending Interaction;Lecture Notes in Civil Engineering;2024
4. Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression;Thin-Walled Structures;2023-10
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