In this model,the tramcar was regarded as two degrees of freedom spring-mass-damper system,and the track was regarded as Bernoulli-Euler beam that locates on continuous and elastic ballast.

 
  • 模型中,礦車(chē)被等效為兩自由度彈簧-質(zhì)量-阻尼系統,鐵軌被等效為鋪設在連續彈性道床上的伯努利-歐拉梁,礦車(chē)與鐵軌的振動(dòng)相互耦合。
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