| Title |
Control Capacity of Wall-Type Viscous Dampers for Wind-Induced Vibrations of a High-Rise Building |
| Keywords |
벽식점성감쇠기 ; 풍진동 ; 고층건물 ; 풍동실험 ; 진동제어 ; 풍동모형벽식점성감쇠기 ; 풍진동 ; 고층건물 ; 풍동실험 ; 진동제어 ; 풍동모형 |
| Abstract |
This paper presents the effectiveness of wall-type viscous dampers for controlling of wind-induced vibrations of a high-rise building. A five-stroy experimental building model, square in plan, was designed and constructed for investigation of effectiveness of wall-type viscous dampers in the wind tunnel. This paper describes the physical modelling, its instrumentation, experimental set-up, damping mechanism, and methodology. The effectiveness of wall-type viscous dampers in attenuating vibratons was investigated for different fluid levels in the walls and at varying wind speeds and attack angles. Wind-tunnel results show that wall-type viscous dampers are highly effective in reducing wind-induced vibrations and in wide band of exciting frequency. |