Journal Paper

• Kazuya Mitsui, KIKUO IKARASHI, Hinako Mitsuhiro, Ryosuke Makieda, Tomoki Kobashi, 桑 田 涼 平. EFFECT OF MEMBER GEOMETRY AND BOUNDARY CONDITION OF PLATE END EDGES ON RELATIONSHIP BETWEEN ELASTIC BUCKLING STRENGTH AND ULTIMATE STRENGTH OF COLD-FORMED THIN-WALLED STEEL MEMBERS, Journal of Structural and Construction Engineering (Transactions of AIJ), Architectural Institute of Japan, Vol. 90, No. 833, pp. 843-854, July 2025.
• Kazuya Mitsui, Kikuo Ikarashi, Tomoki Kobashi, Ryohei Kuwada. Strength and Behavior of Elastic Critical Distortional Buckling for Cold‐Formed Channel Member Under Compression, Japan Architectural Review, Vol. 8, Issue 1, e70024, May 2025.

Domestic Conference (Not reviewed / Unknown)

• 桑田涼平, Tomoki Kobashi, Kazuya Mitsui, Keiichi Sato. 断面形状の異なる形鋼同士を接合した薄板組立部材の軸圧縮耐力 (その1) 弾性曲げ座屈応力度および最大耐力の評価法, 2025年度日本建築学会大会学術講演会, Summaries of technical papers of annual meeting, Vol. C-Ⅲ, July 2025.
• Tomoki Kobashi, 桑田涼平, Kazuya Mitsui, Keiichi Sato. 断面形状の異なる形鋼同士を接合した薄板組立部材の軸圧縮耐力 (その2) 組立材の軸圧縮実験, 2025年度日本建築学会大会学術講演会, Summaries of technical papers of annual meeting, Vol. C-Ⅲ, July 2025.

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