A theoretical study on the influence of the track on train-induced ground vibration

By Xiaozhen Sheng, C.J.C. Jones, David J. Thompson. 2004

190 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, General Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/243a18433283536980f28de1752f5b3ac6066e61

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Simon Iwnicki
2. David J. Thompson
3. C.J.C. Jones
4. Xiaozhen Sheng

In General Engineering

1. Simon Iwnicki
2. David J. Thompson
3. C.J.C. Jones
4. Xiaozhen Sheng

In Mechanical Engineering

1. Simon Iwnicki
2. David J. Thompson
3. C.J.C. Jones
4. Xiaozhen Sheng

Citations in the corpus

• Handbook of railway vehicle dynamics (2006, background): “A more detailed discussion of the critical speed and the influence of the track parameters on this are given in [105,106].”
• Responses of infinite periodic structures to moving or stationary harmonic loads (2005, methodology): “This finding confirms the track model used in ground vibration modelling [12,13] in which the considered frequencies are less than 200Hz and the track is described using the continuous support model.”