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
  • [21] The nonlinear behavior of prestressed tuned mass damper for vibration control of wind turbine towers
    Liu, Gang
    Lei, Zhenbo
    Law, S. S.
    Yang, Qingshan
    NONLINEAR DYNAMICS, 2023, 111 (12) : 10939 - 10955
  • [22] Wind-Induced Vibration Control of Dalian International Trade Mansion by Tuned Liquid Dampers
    Li, Hong-Nan
    Yi, Ting-Hua
    Jing, Qin-Yang
    Huo, Lin-Sheng
    Wang, Guo-Xin
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2012, 2012
  • [23] THE WIND-INDUCED VIBRATION CONTROL OF HIGH-RISE CHIMNEYS BY A TUNED MASS DAMPER INERTER (TMDI)
    Su N.
    Peng S.-T.
    Hong N.-N.
    Gongcheng Lixue/Engineering Mechanics, 2022, 39 (11): : 143 - 156
  • [24] A combined tuned damper and an optimal design method for wind-induced vibration control for super tall buildings
    Wang, Lilin
    Zhao, Xin
    Zheng, Yimin M.
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2016, 25 (10): : 468 - 502
  • [25] Wind-induced vibration control of a constructing bridge tower with MRE variable stiffness tuned mass damper
    Wang, Qi
    Dong, Xufeng
    Li, Luyu
    Yang, Qingshan
    Ou, Jinping
    SMART MATERIALS AND STRUCTURES, 2020, 29 (04)
  • [26] Optimal design of a simplified tuned tandem mass damper for wind-induced vibration control of tall buildings
    Huang, Peng
    Tang, Yi
    Wang, Qinhua
    Qiao, Haoshuai
    STRUCTURES, 2025, 71
  • [27] PRACTICAL APPLICATION OF NUTATION DAMPER FOR SUPPRESSING WIND-INDUCED VIBRATIONS OF AIRPORT TOWERS
    TAMURA, Y
    KOUSAKA, R
    MODI, VJ
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 43 (1-3) : 1919 - 1930
  • [28] An efficient liquid sloshing damper for control of wind-induced instabilities
    Modi, VJ
    Akinturk, A
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2002, 90 (12-15) : 1907 - 1918
  • [29] WIND-INDUCED VIBRATION OF SUSPENSION BRIDGE TOWERS AND CONTROL MEASURES.
    Matsuzaki, Minoru
    Ushio, Masayuki
    Nanjo, Masahiro
    Kumagaya, Atsushi
    Nakagaki, Ryoji
    Tanaka, Hiroshi
    Hitachi Zosen Technical Review, 1985, 46 (02): : 104 - 112
  • [30] Optimal Design of Tuned Liquid Column Damper for Wind-induced Response Control of Benchmark Tall Building
    Sameer J Suthar
    Radhey Shyam Jangid
    Journal of Vibration Engineering & Technologies, 2022, 10 : 2935 - 2945