Wind Tunnel Tests of Vibration Control Devices for a Super Long Span Bridge
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Young-Min Kim
Younghak Kwak Jörn Scheller Uwe Starossek 
|
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
| Published in: | IABSE Congress Seoul 2012 | ||||
|
|||||
| Page(s): | 749-756 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/222137912805111113 | ||||
| Abstract: |
The efficiency of active damping devices for the control of wind-induced vibrations of a super long span bridge is investigated. Results of numerical simulations are presented and the preparation of wind tunnel tests is described. Both, the well-known linear-motion type active mass damper and the newly developed twin rotor damper are studied. |
||||
| Keywords: |
wind tunnel tests numerical simulations twin rotor damper active mass damper vibration control device super long span bridge
|
||||