Optimized parameters of toroidal tuned liquid column dampers for multidirectional pitching vibration mitigation of structures

被引:9
作者
Ding, Hao [1 ]
Wang, Jin-Ting [1 ]
Wang, Jing-Wen [1 ]
Jia, Ruo-Fan [1 ]
机构
[1] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Tuned liquid column damper; Pitching vibration; Optimization; Closed-form solution; Free vibration test; WIND TURBINE; SEISMIC VIBRATION; OPTIMUM DESIGN; PERFORMANCE; MOTION; RESPONSES; BRIDGE; FRAMES; TOWER;
D O I
10.1007/s00158-021-03015-w
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Toroidal tuned liquid column dampers (TLCDs) are recently designed devices that extend the application of TLCDs to multidirectional vibration control. Toroidal TLCDs are promising in suppressing the horizontal vibration response of structures. This study further explores the potential and optimization scheme of toroidal TLCDs for multidirectional pitching vibration mitigation. Firstly, equations of motion for a toroidal TLCD-structure system in pitching motion are presented. A non-iterative analytical closed-form solution for calculating the dynamic response of the system under harmonic loading is developed. Subsequently, optimized frequency tuning ratio and flow resistance coefficient can be obtained. The optimization results theoretically confirm the direction-independent control performance of toroidal TLCDs. A design example of toroidal TLCDs is presented in detail as a reference. Finally, a pendulum rotational structure for TLCDs testing in pitching motion is constructed. The multidirectionality, effectiveness and robustness of toroidal TLCDs in mitigating pitching vibration are verified by free vibration tests.
引用
收藏
页码:3401 / 3421
页数:21
相关论文
共 55 条
[1]   A semi-active tuned liquid column damper for lateral vibration control of high-rise structures: Theory and experimental verification [J].
Altay, Okyay ;
Klinkel, Sven .
STRUCTURAL CONTROL & HEALTH MONITORING, 2018, 25 (12)
[2]  
[Anonymous], 2007, Bases for Design of Structures-Serviceability of Buildings and Walkways Against Vibrations
[3]   Vibration control of tapered buildings using TLCD [J].
Balendra, T ;
Wang, CM ;
Rakesh, G .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1998, 77-8 :245-257
[4]   Robust optimum design of tuned liquid column damper in seismic vibration control of structures under uncertain bounded system parameters [J].
Chakraborty, Subrata ;
Debbarma, Rama .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2016, 12 (05) :592-602
[5]   Performance of tuned liquid column dampers considering maximum liquid motion in seismic vibration control of structures [J].
Chakraborty, Subrata ;
Debbarma, Rama ;
Marano, Giuseppe Carlo .
JOURNAL OF SOUND AND VIBRATION, 2012, 331 (07) :1519-1531
[6]   Stochastic earthquake response control of structures by liquid column vibration absorber with uncertain bounded system parameters [J].
Chakraborty, Subrata ;
Debbarma, Rama .
STRUCTURAL SAFETY, 2011, 33 (02) :136-144
[7]   Shaking table test and numerical analysis of offshore wind turbine tower systems controlled by TLCD [J].
Chen Jianbing ;
Liu Youkun ;
Bai Xueyuan .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2015, 14 (01) :55-75
[8]   Modelling of a tuned liquid multi-column damper. Application to floating wind turbine for improved robustness against wave incidence [J].
Coudurier, Christophe ;
Lepreux, Olivier ;
Petit, Nicolas .
OCEAN ENGINEERING, 2018, 165 :277-292
[9]   Optimum design of tuned liquid column dampers under stochastic earthquake load considering uncertain bounded system parameters [J].
Debbarma, Rama ;
Chakraborty, Subrata ;
Ghosh, Saibal Kumar .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2010, 52 (10) :1385-1393
[10]  
DING H, 2020, ENG OPTIMIZ