橋梁振動（実験・測定）(2)／橋梁振動（理論）

[I-62] Numerical evaluation on dynamic reaction characteristic of steel truss bridge duringhigh speed train passage over 300km/h

〇Haruyuki Kitagawa¹, Watanabe Tsutomu¹, Tokunaga Munemasa¹, Ikeda Manabu¹ (1.Railway Technical Research Institute)

Keywords:Railway steel bridge, Steel truss bridge, High speed passage, Resonance, Impact coefficient