The high speed trains intensively excite the railway bridges and destabilize the ballast in some cases. Therefore, a simple theoretical model of a bridge was set up and yields the deflections, bending moments and vertical accelerations. The paper shows the effect of the train speed, span of bridges, their weights and damping on the vertical accelerations of bridges. Both concrete and steel bridges of spans 5 to 50 m, three types of trains, ICE 2, Eurostar (TGV) and Talgo AV2, at speeds 5 to 500 km/h were investigated. The highest dynamic effects appear at resonance.
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机译:高速列车在某些情况下激烈激发了铁路桥梁并使镇流器稳定。因此,建立了一个桥的简单理论模型,并产生了偏转,弯曲时刻和垂直加速度。本文显示了火车速度,桥梁跨度,其重量和阻尼桥梁的垂直加速度的影响。调查了速度5至50米的混凝土和钢结构,三种类型的火车,冰2,欧洲之星(TGV)和TALGO AV2,速度5至500 km / h。最高动态效果出现在共振。
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