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Cited article:
Georges Kouroussis, Calogero Conti, Olivier Verlinden
Mechanics & Industry, 15 5 (2014) 345-353
Published online: 2014-08-08
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Structural impact response for assessing railway vibration induced on buildings
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Mitigation of train-induced vibrations on nearby high-rise buildings by open or geofoam-filled trenches
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Mitigation of high-speed trains vibrations by expanded polystyrene blocks in railway embankments
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