論文

• 五十嵐規矩夫, 篠原卓馬, 王韜, 末國良太. 鋼材種によらないH形断面梁の塑性変形能力評価指標, 鋼構造年次論文報告集, Vol. 19, pp. 247-252, Nov. 2011.
• 五十嵐規矩夫, 末國良太, 篠原卓馬, 王韜. 鋼構造H形断面梁の耐力及び塑性変形能力評価のための新規幅厚比指標と幅厚比区分, 日本建築学会構造系論文集, Vol. 76, No. 668, pp. 1865-1872, Oct. 2011.

国際会議発表 (査読有り)

• Takuma Shinohara, Ryota Suekuni, Kikuo Ikarashi. Cyclic Behavior of High Strength Steel H-shaped Beam, 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), Applied Mechanics and Materials, Trans Tech Publications, Vol. 174-177, pp. 159-165, June 2012.
• Kikuo Ikarashi, Tao Wang, Ryota Suekuni, Takuma Shinohara. EVALUATION OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS WITH THE NEWLY LIMITATION VALUE OF PLATE SLENDERNESS, JOINT CONFERENCE PROCEEDINGS 9th International Conference on Urban Earthquake Engineering/ 4th Asia Conference on Earthquake Engineering, pp. 1009-1014, Mar. 2012.
• K. Ikarashi, R. Suekuni, T. Shinohara, T. Wang. Evaluation of plastic deformation capacity of H-shaped steel beams with new value of plate slenderness, Stessa 2012, Behaviour of Steel Structures in Seismic Areas, pp. 599-606, Jan. 2012.

国内会議発表 (査読なし・不明)

• 篠原卓馬, 五十嵐規矩夫, 井畔文彦. 有孔梁のせん断応力伝達機構を考慮した弾性座屈耐力と崩壊形式, 日本建築学会大会学術講演会, 日本建築学会大会学術講演梗概集, pp. 811-812, Sept. 2012.
• 篠原卓馬, 五十嵐規矩夫, 王韜, 末國良太. 鋼材種によらないH形断面梁の塑性変形能力評価指標の提示, 日本建築学会大会学術講演梗概集（関東）, pp. 627-628, Aug. 2011.

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