"Satoshi Yamada,Yu Jiao,Dong-Seok Lee,Takanori Ishida,Shoichi KISHIKI","A Concise Hysteretic Model of 590 N/mm2 Grade High Performance Steel Considering the Bauschinger Effect",,"International Journal of Steel Structures",,"Volume 20",,"pp. 1979-1988",2020,Sept.
"Satoshi Yamada,Dong-Seok Lee,Yu Jiao,Takanori Ishida,Shoichi Kishiki","A Concise Hysteresis Model of High Performance 590MPa Steel Grade Considering the Bauschinger Effect","The 10th International Symposium on Steel Structures",,,,,,2019,Nov.
"Dong-Seok Lee,Satoshi Yamada,Yu Jiao,Shoichi Kishiki,Takanori Ishida","Numerical Analysis of Welded Flange-Bolted Web Beam-to-Column Connection Considering Bolts Slip","The 10th International Symposium on Steel Structures",,,,,,2019,Nov.
"Dong-Seok Lee,Satoshi Yamada,Yu Jiao,Shoichi Kishiki,Takanori Ishida","Numerical Analysis of Welded Flange-Bolted Web Beam-to-Column Connection Considering Bolts Slip","The 10th International Symposium on Steel Structures",,,,,,2019,Nov.
"田中 晋,李 東錫,吉敷 祥一,山田 哲,長谷川隆","水平ハンチ形式梁端接合部の繰り返し変形性能評価法 その2 実験結果","日本建築学会大会","日本建築学会大会学術講演梗概集",,"  構造?",,"pp. 833-834",2019,Sept.
"Shoichi Kishiki,Dong-Seok Lee,Satoshi Yamada,Takanori Ishida,Yu Jiao","Low-cycle fatigue performance assessment of current Japanese steel beam-to-column connections determined by ductile fracture",,"Engineering Structures","Elsevier","Vol. 182",,"Page 241-250",2019,Mar.
"田中 晋,李 東錫,吉敷祥一,山田 哲,長谷川隆","水平ハンチ形状が異なる梁端接合部の繰り返し変形性能","日本建築学会関東支部 2018年度（第89回）研究発表会","2018年度日本建築学会関東支部研究報告集?",,"Vol. 89",,"pp. 377-380",2019,Mar.
"Dong-Seok LEE,Takanori ISHIDA,Yu JIAO,Shoichi KISHIKI,Satoshi YAMADA","Numerical Analysis on Low-Cycle Fatigue Performance Evaluation of Welded Flange-Bolted Web Connection",,"鋼構造年次論文集",,"Vol. 26",,"pp. 686-693",2018,Nov.
"田中 晋,李 東錫,吉敷祥一,山田 哲,長谷川隆","実験に基づく水平ハンチ形式梁端接合部の繰り返し変形性能評価",,"鋼構造年次論文集",,"Vol. 26",,"pp. 678-685",2018,Nov.
"Dong-Seok Lee,Shoichi Kishiki,Satoshi Yamada,Takanori Ishida,Yu Jiao","Experimental Study of the Low-Cycle Fatigue Behavior of a Welded Flange-Bolted Web Connection in Steel Moment-Resisting Frames",,"Earthquake Spectra","Earthquake Engineering Research Institute","Vol. 34","No. 4","Page 1829-1846",2018,Nov.
"田中 晋,李 東錫,吉敷祥一,山田 哲","水平ハンチ形式梁端接合部の繰り返し変形性能評価法 その1 既往実験の分析","日本建築学会大会","日本建築学会大会学術講演梗概集",,"  C-1",,"pp. 1219-1220",2018,Sept.
"LEE Dong-Seok,YAMADA Satoshi,KISHIKI Shoichi,JIAO Yu,ISHIDA Takanori","Prediction of Cyclic Deformation Capacity of Beam-to-Column Connection determined by Ductile Fracture","日本建築学会大会","日本建築学会大会学術講演梗概集",,"  C-1",,"pp. 1201-1202",2018,Sept.
"Dongseok Lee","Low-Cycle Fatigue Performance Evaluation of Beam-to-Column Connection in High-Rise Steel Moment Resisting Frames",,,,,,,2018,Sept.
"Dongseok Lee","Low-Cycle Fatigue Performance Evaluation of Beam-to-Column Connection in High-Rise Steel Moment Resisting Frames",,,,,,,2018,Sept.
"Dongseok Lee","Low-Cycle Fatigue Performance Evaluation of Beam-to-Column Connection in High-Rise Steel Moment Resisting Frames",,,,,,,2018,Sept.
"JIAO Yu,LEE Dong-Seok,YAMADA Satoshi,KISHIKI Shoichi,ISHIDA Takanori","Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 2 Introduction of numerical analytical model of WFBW connection considering bolts slip","日本建築学会大会","日本建築学会大会学術講演梗概集",,"  C-1",,"pp. 1195-1196",2018,Sept.
"YAMADA Satoshi,LEE Dong-Seok,JIAO Yu,KISHIKI Shoichi,ISHIDA Takanori","Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 1 A Concise Hysteresis model of high performance 590MPa steel grade considering the Bauschinger effect","日本建築学会大会","日本建築学会大会学術講演梗概集",,"  C-1",,"pp. 1193-1194",2018,Sept.
"佐藤亮太,吉敷祥一,李東錫,山田 哲,長谷川隆","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",2017,Nov.
"Masashi Nitawaki,Dong-Seok Lee,Satoshi Yamada,Shoichi Kishiki,Takanori Ishida","Prediction of Low-cycle Fatigue Life of Beam-to-Column Connection Based on the Database","the 9th International Symposium on Steel Structures","the 9th International Symposium on Steel Structures",,,,"pp. 176-179",2017,Nov.
"Dong-Seok Lee,Satoshi Yamada,Shoichi Kishiki,Takanori Ishida,Masashi Nitawaki","Low-cycle Fatigue Tests on Welded Flange-bolted Web Connection","the 9th International Symposium on Steel Structures","the 9th International Symposium on Steel Structures",,,,"pp. 180-183",2017,Nov.
"佐藤亮太,吉敷祥一,李 東錫,山田 哲,長谷川隆","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",2017,Aug.
"Don-Seok Lee,Masashi Nitawaki,Satoshi Yamada,Takanori Ishida,Shoichi Kishiki","A cumulative damage evaluation method for beam-to-column connection Part 2 Effect of the out-of-plane deformation of column flange and the weld access hole",,"日本建築学会大会学術講演梗概集",,,,"pp. 789-790",2017,Aug.
"Masashi Nitawaki,Don-Seok Lee,Satoshi Yamada,Takanori Ishida,Shoichi Kishiki","A cumulative damage evaluation method for beam-to-column connection Part 1 Database of fully welded beam-to-column connection",,"日本建築学会大会学術講演梗概集",,,,"pp. 787-788",2017,Aug.
"Dongseok Lee,Satoshi YAMADA,Shoichi Kishiki,Takanori Ishida","A CUMULATIVE DAMAGE EVALUATION METHOD FOR BEAM-TO-COLUMN CONNECTION OF STEEL MOMENT FRAMES","The 4th Joint Workshop for Building / Civil Engineering between Tokyo Tech & Tongji",,,,,"pp. 99-106",2017,June
"佐藤亮太,吉敷祥一,大森淳平,李 東錫,山田哲,長谷川隆","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",2017,Feb.
"李 東錫,石田孝徳,吉敷祥一,山田 哲","現場混用形式梁端接合部の低サイクル疲労性能",,"鋼構造年次論文集",,"Vol. 24",,"pp. 285-291",2016,Nov.
"山田 哲,李 東錫,吉敷祥一,石田孝徳,三木徳人","ボルト配置をパラメータとした現場混用形式梁端接合部の小振幅繰り返し載荷実験",,"日本建築学会構造系論文集",,"Vol. 81","No. 727","pp. 1541-1551",2016,Sept.
"Dongseok Lee,Satoshi Yamada,Shoichi Kishiki,Takanori Ishida","Low-Cycle Fatigue Test on The Welded Flange-Bolted Web Connections","The 3rd Joint Workshop for Building / Civil Engineering between Tokyo Tech & Tongji","The 3rd Joint Workshop for Building / Civil Engineering between Tokyo Tech & Tongji",,,,,2016,Aug.
"李東錫,三木徳人,石田孝徳,吉敷祥一,山田哲","現場混用形式梁端接合部の変形能力に及ぼすウェブ接合部の影響","2016年度 日本建築学会大会(九州)","日本建築学会学術講演梗概集 C-1分冊","日本建築学会",,,"pp. 1221-1222",2016,Aug.
"李 東錫,三木徳人,石田孝徳,吉敷祥一,山田 哲","小振幅繰り返し変形を受ける現場混用形式梁端接合部の変形能力に及ぼすウェブ接合部の影響","2015年度日本建築学会関東支部研究報告会","2015年度日本建築学会関東支部研究報告集",,,,"pp. 637-640",2016,Mar.
"佐藤 亮太,吉敷祥一,山田 哲,李 東錫","鋼材強度の異なる梁端混用接合部が有する塑性変形能力",,"鋼構造年次論文集",,"Vol. 23",,"pp. 215-219",2015,Nov.
"佐藤亮太,吉敷祥一,山田 哲,李 東錫","材料強度,梁スパンの異なる梁端混用接合部が有する塑性変形能力","日本建築学会大会","日本建築学会大会学術講演梗概集",,,,"pp. 721-722",2015,Sept.
"佐藤亮太,吉敷祥一,山田哲,李東錫","材料強度、梁スパンの異なる梁端混用接合部が有する塑性変形能力","日本建築学会近畿支部研究報告会","日本建築学会近畿支部研究報告集 構造系","日本建築学会",,,"pp. 429-432",2015,June
"李 東錫,吉敷祥一,山田 哲","長周期地震動を想定した現場混用接合形式梁端接合部の実験","2014年度日本建築学会関東支部研究報告会","2014年度日本建築学会関東支部研究報告集",,,,"pp. 629-632",2015,Mar.
"李 東錫,吉敷祥一,山田 哲","長周期地震動を想定した現場混用接合形式梁端接合部の実験",,"鋼構造年次論文集",,,"No. 22","pp. 781-788",2014,Nov.