"Kodai Goto,Hiora Watanabe,Daiki Sato,Ryota TOBARI,Jumpei Yasunaga,X‰ª’ˆŒõ,Takuya Ueki","FEM analysis of steel plate shear walls reinforced by stiffener (Part2: Consideration of continuous vertical or horizontal placement)","“ú–{Œš’zŠw‰ï‘å‰ïiŠÖ“ŒjŠwpu‰‰‰ï","“ú–{Œš’zŠw‰ï‘å‰ïŠwpu‰‰[ŠTW","Architectural Institute of Japan"," \‘¢III",,"pp. 1239-1240",2024,Aug. "Hiora Watanabe,Daiki Sato,Ryota TOBARI,Jumpei Yasunaga,X‰ª’ˆŒõ,Takuya Ueki","FEM analysis of steel plate shear walls reinforced by stiffener (Part1: The effect of the difference in element types and the number of elements)","“ú–{Œš’zŠw‰ï‘å‰ïiŠÖ“ŒjŠwpu‰‰‰ï","“ú–{Œš’zŠw‰ï‘å‰ïŠwpu‰‰[ŠTW","Architectural Institute of Japan"," \‘¢III",,"pp. 1237-1238",2024,Aug. "Hayato Nishiumi,Daiki Sato,Ryota TOBARI,Jumpei Yasunaga,Takuya Ueki,X‰ª’ˆŒõ","Passive control design method considering performance degradation of stud-type viscoelastic dampers","“ú–{Œš’zŠw‰ï‘å‰ïiŠÖ“ŒjŠwpu‰‰‰ï","“ú–{Œš’zŠw‰ï‘å‰ïŠwpu‰‰[ŠTW","Architectural Institute of Japan"," \‘¢II",,"pp. 659-660",2024,Aug. "WATANABE Hiora,SATO Daiki,TOBARI Ryota,YASUNAGA Jumpei,MORIOKA Hiromitsu,UEKI Takuya","Fundamental Study on Finite Element Analysis of steel plate shear walls reinforced by stiffener - The effect of the difference in element types and the number of elements -","2023”N“xi‘æ94‰ñjŠÖ“ŒŽx•”Œ¤‹†”­•\‰ï","“ú–{Œš’zŠw‰ïŠÖ“ŒŽx•”Œ¤‹†•ñW","Architectural Institute of Japan"," ?",,"pp. 297-300",2024,Mar. "NISHIUMI Hayato,SATO Daiki,KINOSHITA Ryosuke,Alex SHEGAY,TOBARI Ryota,YASUNAGA Jumpei,UEKI Takuya,MORIOKA Hiromitsu","Seismic Response Prediction Method for High-rise Buildings Considering Performance Degradation of Stud-type Viscoelastic Dampers with Amplitude Dependencies Part2 Accuracy verification of Seismic Response Prediction Method","2023”N“xi‘æ94‰ñjŠÖ“ŒŽx•”Œ¤‹†”­•\‰ï","“ú–{Œš’zŠw‰ïŠÖ“ŒŽx•”Œ¤‹†•ñW","Architectural Institute of Japan"," ?",,"pp. 433-436",2024,Mar. "NISHIUMI Hayato,SATO Daiki,KINOSHITA Ryosuke,Alex SHEGAY,TOBARI Ryota,YASUNAGA Jumpei,UEKI Takuya,MORIOKA Hiromitsu","Seismic Response Prediction Method for High-rise Buildings Considering Performance Degradation of Stud-type Viscoelastic Dampers with Amplitude Dependencies Part1 Outline of Seismic Response Prediction Method","2023”N“xi‘æ94‰ñjŠÖ“ŒŽx•”Œ¤‹†”­•\‰ï","“ú–{Œš’zŠw‰ïŠÖ“ŒŽx•”Œ¤‹†•ñW","Architectural Institute of Japan"," ?",,"pp. 429-432",2024,Mar.