There were 13 standard spans of variant span length and pier height tested at early stage of Taiwan High Speed Railway’s operation. The test was aimed to verify the actual dynamic responses meeting the design code, and to establish the initial values of bridge structure dynamic behaviors. In this test, triaxial accelerometers and triaxial velocimeters were mounted on box girder to measure the structure vibration of prior, during and after train passing, which refers to ambient vibration, force vibration and free vibration, respectively. More than one hundred train passing events have been recorded. The measurements were utilized to extract the distribution of natural frequency, dynamic response comparing to different train speeds and different span lengths.
Vibration Measurement on Viaduact of Taiwan High Speed Railway
Lect. Notes Electrical Eng.
Proceedings of the 1st International Workshop on High-Speed and Intercity Railways ; Chapter : 34 ; 367-384
2012-01-01
18 pages
Article/Chapter (Book)
Electronic Resource
English
Vibration Measurement on Viaduact of Taiwan High Speed Railway
British Library Conference Proceedings | 2012
|Tema Archive | 2001
|Ground Vibration on High-Speed Railway Tunnel
Tema Archive | 2012
|Ground Vibration on High-Speed Railway Tunnel
Springer Verlag | 2012
|