"Jumpei Yasunaga,Ryosuke Kinoshita,Daiki Sato,Alex Shegay,Ryota Tobari,Takuya Ueki,Yosuke Kaneshiro","Response evaluation of high rise building considering initial temperature and performance degradation of Stud-type VE damper (Part3 Long-term vibration experiment of high frequency)","日本建築学会大会（北海道）学術講演会","日本建築学会大会学術講演梗概集","Architectural Institute of Japan","  ?",,"pp. 479-480",2022,Sept.
"Hayato Nishiumi,Ryosuke Kinoshita,Daiki Sato,Alex Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Response evaluation of high rise building considering initial temperature and performance degradation of Stud-type VE damper (Part4 Response evaluation using time history analysis)","日本建築学会大会（北海道）学術講演会","日本建築学会大会学術講演梗概集","Architectural Institute of Japan","  ?",,"pp. 481-482",2022,Sept.
"Ryosuke Kinoshita,Daiki Sato,Alex Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Response evaluation of high rise building considering initial temperature and performance degradation of Stud-type VE damper (Part5 Response evaluation using response prediction)","日本建築学会大会（北海道）学術講演会","日本建築学会大会学術講演梗概集","Architectural Institute of Japan","  ?",,"pp. 483-484",2022,Sept.
"Airi Hasegawa,Yudai Arai,Daiki Sato,Alex Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Design method for low to mid-rise base-isolated buildings with braces considering frame parameters Part 2 : Prediction of minimum axial stress on natural rubber bearings based on effective brace deformation ratio","日本建築学会大会（北海道）学術講演会","日本建築学会大会学術講演梗概集","Architectural Institute of Japan","  ?",,"pp. 785-786",2022,Sept.
"Yudai Arai,Daiki Sato,Alex Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Design method for low to mid-rise base-isolated buildings with braces considering frame parameters Part 1 : Design of brace stiffness and placement considering effective brace deformation ratio","日本建築学会大会（北海道）学術講演会","日本建築学会大会学術講演梗概集","Architectural Institute of Japan","  ?",,"pp. 783-784",2022,Sept.
"Yudai Arai,Daiki Sato,Aleksey Vadimovich Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Seismic response of base-isolated warehouse Part3. Comparison of frame parameters for controls between different stiffnesses and placements of braces","2021年度第92回日本建築学会関東支部研究発表会","日本建築学会関東支部研究報告集","Architectural Institute of Japan","  ?",,"pp. 349-352",2022,Mar.
"Yudai Arai,Daiki Sato,Aleksey Vadimovich Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Seismic response of base-isolated warehouse Part2. Influence of different stiffnesses and placements of braces on seismic response","2021年度第92回日本建築学会関東支部研究発表会","日本建築学会関東支部研究報告集","Architectural Institute of Japan","  ?",,"pp. 345-348",2022,Mar.
"Yudai Arai,Daiki Sato,Aleksey Vadimovich Shegay,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Seismic response of base-isolated warehouse Part1. Modeling of high-damping rubber bearing by bilinear restoring force characteristics","2021年度第92回日本建築学会関東支部研究発表会","日本建築学会関東支部研究報告集","Architectural Institute of Japan","  ?",,"pp. 341-344",2022,Mar.
"Ryosuke Kinoshita,Daiki Sato,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","Seismic response prediction method for passive control structure installed stud-type VE damper with amplitude dependency Part1. Outline of seismic response prediction method","2021年度第92回日本建築学会関東支部研究発表会","日本建築学会関東支部研究報告集","Architectural Institute of Japan","  ?",,"pp. 305-308",2022,Mar.
"Ryosuke Kinoshita,Daiki Sato,Ryota Tobari,Jumpei Yasunaga,Takuya Ueki,Yosuke Kaneshiro","CONVERTING MEMBER MODELS INTO EQUIVALENT SHEAR SPRING MODELS FOR HIGH-RISE PASSIVE CONTROL BUILDINGS WITH STUD-TYPE VISCOELASTIC DAMPERS AND HYSTERETIC DAMPERS IN PARALLEL",,"AIJ Journal of Technology and Design","Architectural Institute of Japan","Vol. 28","No. 68","pp. 103-108",2022,Feb.