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- W2363174305 abstract "The realities and mechanism of the vibration induced by the subway with different track structures are studied by in situ experimental method.The analysis of reduction on different tracks is tested respectively in frequency domains.The analysis results suggest that the vertical vibration acceleration is much bigger than the lateral and the vibration transmission of the different tracks from the track bed to the tunnel is different,so damping effect of track structures should be controlled by the vertical vibration of the tunnel wall;the natural vibration frequency of the floating slab track is 10 Hz,so it has the most obvious damping effect;the natural vibration frequency of the Vanguard fastener is 25 Hz,the different track structures have different natural frequencies an damping effect,they may be appropriate for different places.This paper may be helpful to track structure design in the future." @default.
- W2363174305 created "2016-06-24" @default.
- W2363174305 creator A5081505822 @default.
- W2363174305 date "2011-01-01" @default.
- W2363174305 modified "2023-09-24" @default.
- W2363174305 title "In situ experiment and analysis of vibration induced by urban subway transit with different track structures" @default.
- W2363174305 hasPublicationYear "2011" @default.
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