On the characteristics of fluid flow field and oscillatory response of tuned liquid multi-column dampers

被引:1
作者
Ding, Hao [1 ]
Song, Jian [1 ]
Fang, Xiaojun [1 ,2 ,3 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong 999077, Peoples R China
[2] Guangzhou Univ, Earthquake Engn Res & Test Ctr, Guangzhou 510006, Peoples R China
[3] Guangzhou Univ, Key Lab Earthquake Resistance Earthquake Mitigat &, Guangzhou 510006, Peoples R China
基金
中国国家自然科学基金;
关键词
Tuned liquid multi-column damper; Computational fluid dynamics; Liquid column oscillation; Flow field velocity distribution; Eddy; VIBRATION CONTROL; STRUCTURAL VIBRATION; SIMULATION; PARAMETERS; EPSILON; MAXIMUM;
D O I
10.1016/j.jfluidstructs.2024.104206
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The tuned liquid column damper (TLCD) operates as a fluid counterpart to a tuned mass damper (TMD), harnessing the dynamics of liquid flow to effectively counteract unwanted vibrations, thereby achieving the stability within the structural system. Most recently, to overcome the shortcoming that conventional TLCDs can only control the vibration of structures in a single direction, a toroidal tuned liquid multi-column damper (TLMCD) was proposed and its control effectiveness was preliminarily validated. However, the hydrodynamic characteristics of the TLMCD remain elusive and warrant further clarification. Therefore, this study employs computational fluid dynamics (CFD) methodology to meticulously simulate the intricate threedimensional multiphase flow dynamics within toroidal TLMCDs across a spectrum of excitation conditions, aiming to elucidate their hydrodynamic behaviors. The efficacy of the CFD-based simulation approach is validated through a comparative analysis of numerically computed and experimentally measured liquid displacement responses. The error magnitude of the simplified theoretical model for toroidal TLMCDs is assessed by comparing the outcomes derived from CFD simulations with the theoretical predictions. Furthermore, by visualizing the spatial and temporal distribution of fluid flow field, the three-dimensional fluid flow properties of toroidal TLMCDs are characterized. The findings presented highlight the frequency-dependent nonlinear characteristics of liquid column oscillatory responses, providing a valuable benchmark for the development of more refined theoretical models and guiding the optimization of fluid-type dampers.
引用
收藏
页数:30
相关论文
共 97 条
[1]   CHARACTERISTIC LENGTHS FOR NON-CIRCULAR DUCTS [J].
AHMED, S ;
BRUNDRETT, E .
INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 1971, 14 (01) :157-+
[2]   Modified liquid column damper for vibration control of structures [J].
Al-Saif, K. A. ;
Aldakkan, K. A. ;
Foda, M. A. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2011, 53 (07) :505-512
[3]   Reynolds-Averaged Navier-Stokes Equations for Turbulence Modeling [J].
Alfonsi, Giancarlo .
APPLIED MECHANICS REVIEWS, 2009, 62 (04) :1-20
[4]  
Altay O., 2023, Vibration Mitigation Systems in Structural Engineering, DOI [10.1201/9781315122243, DOI 10.1201/9781315122243]
[5]   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)
[6]  
ANSYS Inc, 2018, ANSYS fluent and ANSYS mechanical APDL documentation 19.2 release, theory guide.
[7]   Applications of Nonlinearity in Passive Vibration Control: A Review [J].
Balaji, P. S. ;
Karthik SelvaKumar, K. .
JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, 2021, 9 (02) :183-213
[8]   EFFECTIVENESS OF TUNED LIQUID COLUMN DAMPERS FOR VIBRATION CONTROL OF TOWERS [J].
BALENDRA, T ;
WANG, CM ;
CHEONG, HF .
ENGINEERING STRUCTURES, 1995, 17 (09) :668-675
[9]  
Banerji P, 2000, EARTHQUAKE ENG STRUC, V29, P587, DOI 10.1002/(SICI)1096-9845(200005)29:5<587::AID-EQE926>3.3.CO
[10]  
2-9