ELASTIC FLEXURAL BUCKLING STRENGTH OF BUILT-UP COLD-FORMED STEEL MEMBERS WITH VARIOUS CROSS-SECTIONAL COMPONENTS

Author:

KOBASHI Tomoki1,MITSUI Kazuya2

Affiliation:

1. Dept. of Architecture, Chiba Institute of Technology

2. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Reference15 articles.

1. 1) Guide for Designing Cold-formed Steel Structures 2nd Edition, Gihodo Shuppan Co., Ltd., 2014 (in Japanese) 薄板軽量形鋼造建築物設計の手引き 第2 版, 技報堂出版, 2014

2. 2) North American Specification for the Design of Cold-Formed Steel Structural Members 2016 Edition, American Iron and Steel Institute, 2016

3. 3) EN 1993-1-3: Eurocode 3 – Design of Steel Structures, Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting, CEN – European committee for standardization, 2006

4. 4) Recommendation for the Design and Fabrication of Light Weight Steel Structures, Architectural Institute of Japan, 1985 軽鋼構造設計施工指針同解説, 日本建築学会, 1985

5. 5) D. Takahashi, K. Ikarashi, T. Kobashi: Elastic Buckling Strength of Light Gauge Compression Memebrs Built up from Ripped Channel Sections, Summaries of Technical Papers of Annual Meeting, Architectural Institu te of Japan, C–1, pp. 917–918, 2016. 7 (In Japanese) 高橋 大夢, 五十嵐 規矩夫, 小橋 知季:リップ溝形鋼を用いた薄板軽量形鋼組立圧縮材の弾性座屈耐力, 日本建築学会大会学術講演梗概集, C–1, pp. 917– 918, 2016. 7

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