Novel triple friction pendulum-tuned liquid damper for the wind-induced vibration control of airport control towers

被引:16
|
作者
Hu, Xiuyan [1 ]
Zhao, Zhipeng [2 ]
Yang, Kai [4 ]
Liao, Wang [5 ]
Chen, Qingjun [3 ]
机构
[1] Shanghai Inst Technol, Sch Urban Construction & Safety Engn, Shanghai 201418, Peoples R China
[2] Tohoku Univ, Int Res Inst Disaster Sci, Sendai 9808576, Japan
[3] Tongji Univ, Dept Disaster Mitigat Struct, Shanghai 200092, Peoples R China
[4] Shanghai SRIM Vibrat Control Technol Co Ltd, Shanghai 200437, Peoples R China
[5] Shanghai Invest Design & Res Inst Co Ltd, Shanghai 200434, Peoples R China
关键词
Airport control tower; Triple friction pendulum; Tuned liquid damper; Wind loads; Vibration control; PERFORMANCE EVALUATION; COLUMN DAMPER; TURBINES;
D O I
10.1016/j.tws.2022.110337
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The airport control tower has been widely constructed for rapidly expanding transportation demand, whose anti-wind performance and high-efficiency upgrading technology are attracting increasing attention. To provide an efficient liquid-incorporated solution for wind-induced vibration control of airport control towers, this study proposes a novel triple friction pendulum tuned liquid damper (TFPTLD) and establishes a control demand-oriented design framework to facilitate the design of TFPTLDs. The configuration and theoretical analysis model of the TFPTLD are introduced, based on which the TFPTLD-equipped tower-like structure is established. Stochastic response analysis is performed to obtain the responses under stochastic wind and white noise. Correspondingly, extensive parametric research is conducted to explore the optimal parameters and clarify the vibration control demand-oriented design procedure and easy-to-use fitted design formula for the TFPTLD. Furthermore, a robustness investigation is undertaken to quantify the advantages and sensitivity of the TFPTLD to the stiffness and damping components. Finally, the TFPTLD is applied to an airport tower subject to experimental wind loads to illustrate the effectiveness of the devices and proposed design method. The results show that the proposed TFPTLD yields a compact solution to the high-level performance upgrading of the airport control tower subjected to wind excitations, which significantly reduces the structural acceleration and displacement responses. Following the proposed demand-oriented design method, the TFPTLD exhibits higher effectiveness, larger frequency bandwidth, and more robust wind-induced vibration control than conventional TLDs with the same liquid mass. Benefitting from the triple friction pendulum, a small installation space is required, and the tuning effect of the liquid mass is independent of the change in liquid mass, which can be comprehensively utilized for vibration control to maintain the daily function of liquid tanks.
引用
收藏
页数:13
相关论文
共 50 条
  • [31] Optimal Design of Tuned Liquid Column Damper for Wind-induced Response Control of Benchmark Tall Building
    Suthar, Sameer J.
    Jangid, Radhey Shyam
    JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, 2022, 10 (08) : 2935 - 2945
  • [32] Wind-induced vibration control and parametric optimization of connected high-rise buildings with tuned liquid-column-damper-inerter
    Wang, Qinhua
    Tian, Huarui
    Qiao, Haoshuai
    Tiwari, Nayan Deep
    Wang, Quan
    ENGINEERING STRUCTURES, 2021, 226
  • [33] Tuned mass-damper-inerter control of wind-induced vibration of flexible structures based on inerter location
    Dai, Jun
    Xu, Zhao-Dong
    Gai, Pan-Pan
    ENGINEERING STRUCTURES, 2019, 199
  • [34] Vibration control of wind-induced response of tall buildings with an active tuned mass damper using neural networks
    Bani-Hani, Khaldoon A.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2007, 14 (01): : 83 - 108
  • [35] Wind-induced vibration control of Dalian international trade center using tuned liquid dampers
    Li, Hong-Nan
    Jing, Qin-Yang
    Wang, Li-Chang
    Li, Fan-Lin
    Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, 2007, 24 (06): : 733 - 740
  • [36] WIND-INDUCED VIBRATION OF TOWER AND PRACTICAL APPLICATIONS OF TUNED SLOSHING DAMPER
    FUJII, K
    TAMURA, Y
    SATO, T
    WAKAHARA, T
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1990, 33 (1-2) : 263 - 272
  • [37] Tuned Mass Dampers for Wind-Induced Vibration Control of Chongqi Bridge
    Sun, Zhen
    Zou, Zilong
    Ying, Xuyong
    Li, Xianqi
    JOURNAL OF BRIDGE ENGINEERING, 2020, 25 (01)
  • [38] CONTROL OF WIND-INDUCED TALL BUILDING VIBRATION BY TUNED MASS DAMPERS
    XU, YL
    KWOK, KCS
    SAMALI, B
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 40 (01) : 1 - 32
  • [40] Wind vibration control analysis of a supper high-rise structure installed with friction pendulum typed tuned mass damper
    Wu J.
    Zhou Z.
    Liang Q.
    Fu J.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2018, 37 (06): : 142 - 148