横座屈により耐力が決定する一端曲げH形鋼梁の荷重変形関係の予測方法
Author:
Affiliation:
1. Asahi Kasei Homes Corporation / Dept. of Arch. and Build.Eng., Tokyo Institute of Technology
2. 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/88/813/88_1557/_pdf
Reference12 articles.
1. 1) Kikuo IKARASHI, Nobuyuki TOMO and Tao WANG: Effects of Boundary Conditions and End Moment Ratio on Elastic Lateral Buckling Strength of H-Shaped Beams, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 76, No. 670, pp. 2173-2181, 2011. 12 (in Japanese) (DOI: https://doi.org/10.3130/aijs.76.2173 )
2. 2) Recommendation for Limit State Design of Steel Structures, AIJ, 2010
3. 3) AIJ Recommendation for Stability Design of Steel Structures, AIJ, 2018
4. 4) Iori KANAO, Masayoshi NAKASHIMA and Dawei LIU: Lateral Buckling Behavior and Lateral Bracing of Wide-Flange Beams Subjected Cyclic Loading, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 544, pp. 147-154, 2001. 6 (in Japanese) (DOI: https://doi.org/10.3130/aijs.66.147_2 )
5. 5) Kuniaki UDAGAWA, Koichi TAKANASHI and Hisashi TANAKA: Restoring Force Characteristic of H-Shaped Steel Beams under Cyclic and Reversed Loading, Part1 Rotation Capacity of Plastic Hinge under Cyclic Loads at Constant Deformation Amplitudes (Transactions of AIJ), No. 264, pp. 51-59, 1978. 2 (in Japanese) (DOI: https://doi.org/10.3130/aijsaxx.264.0_51 )
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