第I部門-3

[I-15] 木・鋼ハイブリット橋の構造性能評価

*Daisuke Oikawa¹, Yuji Shindo², Humihiko Gotou¹, Noda Ryu³ (1. Akita University Graduate School, 2. Akita University, 3. Akita Prefectural University institute of wood technology)

Keywords:Pedestrian Timber bridge, Hybrid Timber bridge, FAKOPP, Vibration serviceability, Numerical analysis