A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements

By Xiaozhen Sheng, Chris Jones, D. Thompson. 2003

228 citations recorded by the source corpus.

Subfields: Aerospace Engineering, General Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/95d2d25eab89f7c3e47c2c76592d35a21727d3af

How researchers see this paper

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

In General Engineering

1. Geert Lombaert
2. Geert Degrande
3. Mattias Schevenels
4. Stijn François
5. E. Bongini
6. P. Galvín

In Mechanical Engineering

1. Geert Lombaert
2. Geert Degrande
3. Mattias Schevenels
4. Stijn François
5. E. Bongini
6. P. Galvín

Citations in the corpus

• A 2.5D coupled FE-BE model for the prediction of railway induced vibrations (2010, methodology): “Similar simplified models of the ballast and the embankment have been frequently used in the literature [9, 10, 11, 12, 17, 19, 20].”
• Non-linear soil behaviour on high speed rail lines (2019, methodology): “To include non-linear material effects, [2], [3], [7] and [29] used models with manually adjusted soil stiffness to predict the response of track in Ledsgard, Sweden.”