Results show that, though the ratio of deflection to span under 0.8 UIC load is 1/600, high speed trains can pass it with satisfactory safety and comfort.

 
  • 車(chē)橋計算結果表明,盡管該橋在設計荷載下(0.;8UIC)的撓跨比達1/600,但仍能滿(mǎn)足高速列車(chē)走行時(shí)的舒適性與安全性要求。
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