Finite element analysis of structure-borne vibration from high-speed train

2007 ◽  
Vol 27 (3) ◽  
pp. 259-273 ◽  
Author(s):  
S.H. Ju
2015 ◽  
Vol 740 ◽  
pp. 142-145
Author(s):  
Dong Zhe Wang ◽  
Jian Min Ge ◽  
Xian Kui Zeng ◽  
Zong Ting Zhang ◽  
Chong Lv

In this paper, based on the honeycomb floor damper of high-speed train, the finite element analysis was carried out on the floor damper, and we compared the experimental results with the physical model experiments. The results show that: when correction factor γ = 0.5, there is the minimum incremental error of vertical deformation, and the value of the damper parameters is the best at this time.


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