T-BAGS Vibration Reduction Method 'Post-Construction Vibration Measurement'

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last updated：Nov 26, 2019

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Vibration measurement after the implementation of vibration reduction methods. Results of maximum acceleration measurements under the elevated track are presented.

The T-BAGS vibration reduction method "Post-Construction Vibration Measurement" is a catalog that includes information on the construction locations of the T-BAGS vibration reduction method, measurement sites, measurement details, and measurement results. In all locations, both horizontal and vertical maximum accelerations were reduced. 【Measurement Locations】 ○ Under the JR San'in Main Line elevated section ○ Under the Inbi Line elevated section ○ Top surface of the T-BAGS vibration reduction method construction floor For more details, please contact us or download the catalog.

Related Link - http://www.sinshinagawa.co.jp/

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【Vibration Measurement Data】 ○ Train from Tottori Station heading to Tsunoi Station on the Inbi Line → The maximum horizontal acceleration under the Inbi Line elevated section and the T-BAGS constructed floor is approximately 1/12 to 1/15, with vertical direction damping up to about 1/6. ○ Train coming into Tottori Station from Tsunoi Station on the Inbi Line → The maximum horizontal acceleration under the Inbi Line elevated section and the T-BAGS constructed floor is approximately 1/53 to 1/73, with vertical direction damping up to about 1/7. ○ Train coming into Tottori Station from Fukube Station on the JR San'in Main Line → The maximum horizontal acceleration under the JR San'in Main Line elevated section and the T-BAGS constructed floor is approximately 1/10 to 1/19, with vertical direction damping up to about 1/11. ● For more details, please contact us or download the catalog.