Journal Paper

• Ryota Sato, Shoichi Kishiki, Dongseok Lee, Satoshi YAMADA, Takashi Hasegawa. 水平ハンチ形式梁端接合部の繰り返し変形性能評価法の提案, 鋼構造年次論文集, Vol. 25, pp. 267-273, Nov. 2017.
• Norihito Miki, Jumpei Omori, Shoichi Kishiki, Satoshi YAMADA, Takashi Hasegawa. 局部座屈と破断を踏まえた梁端接合部の繰り返し変形性能, 鋼構造年次論文集, Vol. 25, pp. 259-266, Nov. 2017.
• Norihito Miki, Shoichi Kishiki, Satoshi YAMADA, Takashi Hasegawa, Yu Jiao. 梁ウェブにおけるモーメント伝達効率が低くなる角形鋼管柱とH形鋼梁で構成される骨組の耐震性能評価, 日本建築学会構造系論文集, Vol. 82, No. 737, July 2017.

International Conference (Reviewed)

• Yuko Shimada, Satoshi Yamada, Shoichi Kishiki, Takashi Hasegawa. Cyclic Loading Tests of Roof Joint between Rc Frames and Steel Roof, the 9th International Symposium on Steel Structures, the 9th International Symposium on Steel Structures, pp. 122-125, Nov. 2017.
• Junpei Omori, Norihito Miki, Satoru Hiroshima, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa, Takanori Ishida. Experimental Study on the Deformation Capacity of Steel Beam Considering both Ductile Fracture and Local Buckling, the 9th International Symposium on Steel Structures, the 9th International Symposium on Steel Structures, pp. 486-489, Nov. 2017.
• N. Tatsumi, S. Kishiki, T. Hasegawa, S. Yamada. EFFECTS OF CONNECTION DETAIL ON STRUCTURAL BEHAVIOR OF STEEL BRACED FRAMES, Proceedings of 16th World Conference on Earthquake Engineering, Paper ID:3645, Jan. 2017.

International Conference (Not reviewed / Unknown)

• Junpei Omori, Norihito Miki, Satoru Hiroshima, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa, Takanori Ishida. Experimental Study on the Deformation Capacity of Steel Beam Considering both Ductile Fracture and Local Buckling, 13th Annual Meeting of Japan Association for Earthquake Engineering, Proceedings of the 13th Annual Meeting of Japan Association for Earthquake Engineering, Nov. 2017.
• Yu JIAO, Satoshi YAMADA, Hiroyuki NARIHARA, Satoshi YASUDA, Takashi HASEGAWA. Plastic Deformation Capacity of Site-welded Steel Beam-to-column Connection under Long-duration Earthquake, 第十二回日中建築構造技術交流会, Sept. 2017.

Domestic Conference (Not reviewed / Unknown)

• Junpei Omori, Norihito Miki, Satoru Hiroshima, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa, Takanori ISHIDA. Evaluation of deformation capacity of steel beam considering both ductile fracture and local buckling Part2 Test Result, 日本建築学会大会学術講演梗概集, pp. 1003-1004, Aug. 2017.
• Norihito Miki, Junpei Omori, Satoru Hiroshima, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa, Takanori ISHIDA. Evaluation of deformation capacity of steel beam considering both ductile fracture and local buckling Part1 Specimen and Experimental procedure, 日本建築学会大会学術講演梗概集, pp. 1001-1002, Aug. 2017.
• Ryota Sato, Shoichi Kishiki, Dongseok Lee, Satoshi YAMADA, Takashi Hasegawa. 水平ハンチ形式梁端接合部の繰り返し変形性能評価法に関する基礎検討, 日本建築学会大会学術講演梗概集, pp. 791-792, Aug. 2017.
• Norihito Miki, Jumpei Omori, 廣嶋哲, Shoichi Kishiki, Satoshi YAMADA, Takashi Hasegawa, Takanori Ishida. 局部座屈後破断も踏まえた梁端接合部の繰り返し変形性能 その1 実験計画, 2016年度日本建築学会関東支部研究報告会, 2016年度日本建築学会関東支部研究報告集, pp. 629-632, Feb. 2017.
• Ryota Sato, Shoichi Kishiki, Jumpei Omori, Dongseok Lee, Satoshi YAMADA, Takashi Hasegawa. 水平ハンチ形式梁端接合部の繰り返し載荷実験, 2016年度日本建築学会関東支部研究報告会, 2016年度日本建築学会関東支部研究報告集, pp. 637-640, Feb. 2017.
• Norihito Miki, Jumpei Omori, 廣嶋哲, Shoichi Kishiki, Satoshi YAMADA, Takashi Hasegawa, Takanori Ishida. 局部座屈後破断も踏まえた梁端接合部の繰り返し変形性能 その2 実験結果, 2016年度日本建築学会関東支部研究報告会, 2016年度日本建築学会関東支部研究報告集, pp. 633-636, Feb. 2017.

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