橋梁床版 (2)／構造計画

[I-250] Concerning the bridge plan on the II line side with the substructure already completed

*Yoshihito Watanabe¹, Cho Satoshi¹, Shota Kawashima¹ (1. NIPPON ENGINEERING CONSULTANTS CO.,LTD.)

Keywords:Steel 3-span continuous non-synthetic plate girder bridge, Non-linear dynamic analysis, Carbon fiber reinforcement method, Reinforced concrete winding