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.

• 车桥计算结果表明，尽管该桥在设计荷载下（0.；8UIC）的挠跨比达1/600，但仍能满足高速列车走行时的舒适性与安全性要求。