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CLC number: U231; U213.2

On-line Access: 2010-03-29

Received: 2009-05-22

Revision Accepted: 2009-07-30

Crosschecked: 2010-01-12

Cited: 12

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Journal of Zhejiang University SCIENCE A 2010 Vol.11 No.4 P.280-293

http://doi.org/10.1631/jzus.A0900304


Prediction of vibrations induced by trains on line 8 of Beijing metro


Author(s):  De-yun Ding, Shashank Gupta, Wei-ning Liu, Geert Lombaert, Geert Degrande

Affiliation(s):  School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China, Department of Civil Engineering, K. U. Leuven, B3001, Heverlee, Belgium

Corresponding email(s):   dyding2301@163.com

Key Words:  Ground-borne vibrations, Coupled periodic finite element-boundary element (FE-BE) method, Track structure, Vibration isolation efficiency


De-yun Ding, Shashank Gupta, Wei-ning Liu, Geert Lombaert, Geert Degrande. Prediction of vibrations induced by trains on line 8 of Beijing metro[J]. Journal of Zhejiang University Science A, 2010, 11(4): 280-293.

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author="De-yun Ding, Shashank Gupta, Wei-ning Liu, Geert Lombaert, Geert Degrande",
journal="Journal of Zhejiang University Science A",
volume="11",
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pages="280-293",
year="2010",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A0900304"
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%T Prediction of vibrations induced by trains on line 8 of Beijing metro
%A De-yun Ding
%A Shashank Gupta
%A Wei-ning Liu
%A Geert Lombaert
%A Geert Degrande
%J Journal of Zhejiang University SCIENCE A
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%D 2010
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A0900304

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T1 - Prediction of vibrations induced by trains on line 8 of Beijing metro
A1 - De-yun Ding
A1 - Shashank Gupta
A1 - Wei-ning Liu
A1 - Geert Lombaert
A1 - Geert Degrande
J0 - Journal of Zhejiang University Science A
VL - 11
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SP - 280
EP - 293
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Y1 - 2010
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A0900304


Abstract: 
This paper mainly discusses the problem of ground-borne vibrations due to the planned line 8 of Beijing metro which passes under the National Measurement Laboratory. A lot of vibration sensitive equipments are placed in the laboratory. It is therefore necessary to study the impact of vibrations induced by metro trains on sensitive equipments and important to propound a feasible vibration mitigation measure. Based on the coupled periodic finite element-boundary element (FE-BE) method, a 3D dynamic track-tunnel-soil interaction model for metro line 8 has been used to predict vibrations in the free field induced by trains running at variable speeds between 30 km/h and 80 km/h. Four types of track structures commonly used on the Beijing metro network have been considered: (1) high resilience direct fixation fasteners, (2) Vanguard fasteners, (3) a floating slab track and (4) a floating ladder track. For each of these track types, the vibration isolation efficiency has been compared. The results of the numerical study can be used to predict vibrations in nearby buildings and to decide upon effective vibration countermeasures.

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

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