橋梁床版 (1)

[I-251] Analytical Study on Longitudinal-to-transverse Rib Connections in U-rib Cutting Method of Steel Orthotropic Bridge Deck

〇Qihang Shen¹, Takashi Yamaguchi¹, Yasuhiro Kurita², Daichi Tanio³, Manabu Okumura⁴, Shoichi Takeuchi⁵ (1.Osaka City University, 2.Hanshin Expressway, 3.Hitachi Zosen Corporation, 4.FeB-Tec Japan Corporation, 5.Japan Bridge Corporation)

Keywords:Steel Orthotropic bridge deck, Intersection of Cross-rib , Patch Plate Reforcement, Fatigue