Analytical and experimental investigations on performance of tuned liquid column dampers with various orifices to wind-excited structural vibration

2015 ◽  
Vol 139 ◽  
pp. 62-69 ◽  
Author(s):  
Kyung-Won Min ◽  
Young-Wook Kim ◽  
Junhee Kim
Keyword(s):  
Liquid Column ◽  
Structural Vibration ◽  
Experimental Investigations ◽  
Liquid Column Dampers

scholarly journals Analysis of a Linear Model for Non-Synchronous Vibrations Near Stall

2021 ◽  
Vol 6 (3) ◽  
pp. 26
Author(s):  
Christoph Brandstetter ◽  
Sina Stapelfeldt
Keyword(s):  
Linear Model ◽  
Linear Models ◽  
Structural Vibration ◽  
Experimental Investigations ◽  
Vibration Modes ◽  
Critical Problem ◽  
Safety Critical ◽  
Unstable Vibration ◽  
Aero Engines ◽  
Lock In

Non-synchronous vibrations arising near the stall boundary of compressors are a recurring and potentially safety-critical problem in modern aero-engines. Recent numerical and experimental investigations have shown that these vibrations are caused by the lock-in of circumferentially convected aerodynamic disturbances and structural vibration modes, and that it is possible to predict unstable vibration modes using coupled linear models. This paper aims to further investigate non-synchronous vibrations by casting a reduced model for NSV in the frequency domain and analysing stability for a range of parameters. It is shown how, and why, under certain conditions linear models are able to capture a phenomenon, which has traditionally been associated with aerodynamic non-linearities. The formulation clearly highlights the differences between convective non-synchronous vibrations and flutter and identifies the modifications necessary to make quantitative predictions.

scholarly journals Dynamic response mitigation of floating wind turbine platforms using tuned liquid column dampers

2015 ◽  
Vol 373 (2035) ◽  
pp. 20140079 ◽  
Author(s):  
V. Jaksic ◽  
C. S. Wright ◽  
J. Murphy ◽  
C. Afeef ◽  
S. F. Ali ◽  
...  
Keyword(s):  
Renewable Energy ◽  
Dynamic Performance ◽  
Weather Conditions ◽  
Liquid Column ◽  
Dynamic Responses ◽  
Floating Structure ◽  
Energy Devices ◽  
Wave Basin ◽  
Liquid Column Dampers ◽  
Output Only

In this paper, we experimentally study and compare the effects of three combinations of multiple tuned liquid column dampers (MTLCDs) on the dynamic performance of a model floating tension-leg platform (TLP) structure in a wave basin. The structural stability and safety of the floating structure during operation and maintenance is of concern for the performance of a renewable energy device that it might be supporting. The dynamic responses of the structure should thus be limited for these renewable energy devices to perform as intended. This issue is particularly important during the operation of a TLP in extreme weather conditions. Tuned liquid column dampers (TLCDs) can use the power of sloshing water to reduce surge motions of a floating TLP exposed to wind and waves. This paper demonstrates the potential of MTLCDs in reducing dynamic responses of a scaled TLP model through an experimental study. The potential of using output-only statistical markers for monitoring changes in structural conditions is also investigated through the application of a delay vector variance (DVV) marker for different conditions of control for the experiments.

scholarly journals Damping Of Pedestrian-Induced Bridge Vibrations By Tuned Liquid Column Dampers

PAMM ◽  
2004 ◽  
Vol 4 (1) ◽  
pp. 109-110
Author(s):  
Michael Reiterer ◽  
Markus Hochrainer
Keyword(s):  
Liquid Column ◽  
Liquid Column Dampers ◽  
Bridge Vibrations
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