Full Text:   <2824>

CLC number: O32; TB53

On-line Access: 2012-10-25

Received: 2012-09-27

Revision Accepted: 2012-10-12

Crosschecked: 2012-09-27

Cited: 5

Clicked: 4183

Citations:  Bibtex RefMan EndNote GB/T7714

-   Go to

Article info.
1. Reference List
Open peer comments

Journal of Zhejiang University SCIENCE A 2012 Vol.13 No.11 P.802-813

http://doi.org/10.1631/jzus.A12ISGT8


Experimental and numerical prediction of railway induced vibration


Author(s):  Hans Verbraken, Geert Lombaert, Geert Degrande

Affiliation(s):  Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40 B2448, 3001 Heverlee, Belgium

Corresponding email(s):   hans.verbraken@bwk.kuleuven.be

Key Words:  Component, Railway induced vibration, Experimental prediction, Numerical prediction


Hans Verbraken, Geert Lombaert, Geert Degrande. Experimental and numerical prediction of railway induced vibration[J]. Journal of Zhejiang University Science A, 2012, 13(11): 802-813.

@article{title="Experimental and numerical prediction of railway induced vibration",
author="Hans Verbraken, Geert Lombaert, Geert Degrande",
journal="Journal of Zhejiang University Science A",
volume="13",
number="11",
pages="802-813",
year="2012",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A12ISGT8"
}

%0 Journal Article
%T Experimental and numerical prediction of railway induced vibration
%A Hans Verbraken
%A Geert Lombaert
%A Geert Degrande
%J Journal of Zhejiang University SCIENCE A
%V 13
%N 11
%P 802-813
%@ 1673-565X
%D 2012
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A12ISGT8

TY - JOUR
T1 - Experimental and numerical prediction of railway induced vibration
A1 - Hans Verbraken
A1 - Geert Lombaert
A1 - Geert Degrande
J0 - Journal of Zhejiang University Science A
VL - 13
IS - 11
SP - 802
EP - 813
%@ 1673-565X
Y1 - 2012
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A12ISGT8


Abstract: 
In this paper, both measurements and numerical simulations of railway induced vibration are discussed. A measurement campaign has been carried out along the high-speed railway track in Lincent, Belgium. The experimental determination of transfer functions and vibration velocity during train passages are discussed. A numerical model is introduced to predict the transfer functions and the vibration velocity during train passages. The comparison of experimental and numerical results demonstrates the importance of accurate numerical models and input data. The results are obtained in the framework of the development of a hybrid prediction method, where numerical and experimental data can be combined to improve the prediction accuracy for railway induced vibration.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]Andersen, L., Jones, C.J.C., 2006. Coupled boundary and finite element analysis of vibration from railway tunnels– a comparison of two- and three-dimensional models. Journal of Sound and Vibration, 293(3-5):611-625.

[2]Coulier, P., Degrande, G., Dijckmans, A., Houbrechts, J., Lombaert, G., Rücker, W., Auersch, L., Rodríguez, M., Cuellar, V., Thompson, D., et al., 2011. Scope of the Parametric Study on Mitigation Measures on the Transmission Path. RIVAS Deliverable D4.1.

[3]Ewins, D.J., 1984. Modal Testing: Theory and Practise. Research Studies Press Ltd., Letchworth, UK.

[4]François, S., Schevenels, M., Lombaert, G., Galvín, P., Degrande, G., 2010. A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace. Computer Methods in Applied Mechanics and Engineering, 199(23-24):1536-1548.

[5]Galvín, P., Dominguez, J., 2007. Analysis of ground motion due to moving surface loads induced by high-speed trains. Engineering Analysis with Boundary Elements, 31(11):931-941.

[6]Hanson, C.E., Towers, D.A., Meister, L.D., 2005. High-Speed Ground Transportation Noise and Vibration Impact Assessment. HMMH Report 293630-4, US Department of Transportation, Federal Railroad Administration, Office of Railroad Development.

[7]Hanson, C.E., Towers, D.A., Meister, L.D., 2006. Transit Noise and Vibration Impact Assessment. Report FTA- VA-90-1003-06, US Department of Transportation, Federal Transit Administration, Office of Planning and Environment.

[8]Kogut, J., Degrande, G., 2003. Transfer Functions between the HST Track and the Free Field on the Line L2 Brussels- Köln in Lincent. Report BWM-2003-03, Department of Civil Engineering, KU Leuven, STWW Programme Technology and Economy, Project IWT-000152.

[9]Lombaert, G., Degrande, G., Kogut, J., François, S., 2006. The experimental validation of a numerical model for the prediction of railway induced vibrations. Journal of Sound and Vibration, 297(3-5):512-535.

[10]Verbraken, H., Lombaert, G., Degrande, G., 2011. Verification of an empirical prediction method for railway induced vibrations by means of numerical simulations. Journal of Sound and Vibration, 330(8):1692-1703.

[11]Verbraken, H., Coulier, P., Lombaert, G., Degrande, G., 2012a. Measurement of Train Passages and Transfer Functions at a Site in Lincent. Report BWM-2012-05, Department of Civil Engineering, KU Leuven, Belgium.

[12]Verbraken, H., Coulier, P., Lombaert, G., Degrande, G., 2012b. Measurement of Transfer Functions at a Site in Lincent. Report BWM-2012-07, Department of Civil Engineering, KU Leuven, Belgium.

Open peer comments: Debate/Discuss/Question/Opinion

<1>

Please provide your name, email address and a comment





Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou 310027, China
Tel: +86-571-87952783; E-mail: cjzhang@zju.edu.cn
Copyright © 2000 - 2022 Journal of Zhejiang University-SCIENCE