Prediction of vibrations from underground trains on Beijing metro line 15 |
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Authors: | De-yun Ding Wei-ning Liu S Gupta G Lombaert and G Degrande |
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Affiliation: | [1]School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China [2]Department of Civil Engineering, K.U.Leuven, Leuven B3001, Belgium; [3]Beijing Urban Engineering Design and Research Institute Co., Ltd, Beijing 100037, China |
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Abstract: | The impact of vibrations due to underground trains on Beijing metro line 15 on sensitive equipment in the Institute of Microelectronics
of Tsinghua University was discussed to propose a viable solution to mitigate the vibrations. Using the state-of-the-art three-dimensional
coupled periodic finite element-boundary element (FE-BE) method, the dynamic track-tunnel-soil interaction model for metro
line 15 was used to predict vibrations in the free field at a train speed of 80 km/h. Three types of tracks (direct fixation
fasteners, floating slab track and floating ladder track) on the Beijing metro network were considered in the model. For each
track, the acceleration response in the free field was obtained. The numerical results show that the influence of vibrations
from underground trains on sensitive equipment depends on the track types. At frequencies above 10 Hz, the floating slab track
with a natural frequency of 7 Hz can be effective to attenuate the vibrations. |
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Keywords: | vibration prediction underground trains coupled periodic FE-BE method track types |
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