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- W2736529778 abstract "This paper analyses the Structure-Soil-Structure Interaction (3SI) on train induced vibrationin buildings. Emission, transmission and imission mechanisms are considered rigorously.Ground-building interaction and track-ground-building have been studied. In the first case,the effects of an uniform incident wave field is presented, concluding that maximum vibration levels are achieved in the floors of the structure. In the second case, building induced vibration due to an implusive load applied at the track have been analysed. The results show an amplification of the structure response around the natural frequencies. Also, an attenuation in the medium-high range frequency is found. Finally, the effects produced by the high speed trains have been investigated. The conclusions show that vibration levels could exceed the limits set by the standards. In theses cases, corrective actions are required. Effectiveness of isolated track systems is evaluated." @default.
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- W2736529778 date "2013-04-26" @default.
- W2736529778 modified "2023-10-03" @default.
- W2736529778 title "Train-Induced Building Vibration Due To High-Speed Train Passage" @default.
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