Analysis of capability for semi-active or passive damping systems to achieve the performance of active control systems

被引:46
|
作者
Ou, Jinping [1 ,2 ]
Li, Hui [2 ]
机构
[1] Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116024, Peoples R China
[2] Harbin Inst Technol, Sch Civil Engn, Res Ctr Struct Hlth Monitoring & Control, Harbin 150090, Peoples R China
来源
关键词
damping; negative stiffness; active control; semi-active control; passive control; STRUCTURAL CONTROL; RESPONSE CONTROL; DAMPER SYSTEM; STAY CABLES; BRIDGES; DESIGN;
D O I
10.1002/stc.408
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Linear quadratic regulator (LQR)-based control force is composed of an elastic restoring force component and a damping force component. According to the analysis of the proportions of the elastic restoring force and the damping force to the total active control force, two indices are defined to quantify the damping characteristics and negative stiffness characteristics of an active control force. Because a semi-active damping system behaves like a damping device with adjustable parameters, these two indices can be used to quantify the capability of a semi-active damping system and a passive damping system achieving the performance of a fully active control system. Numerical studies are conducted to investigate the damping characteristics and negative stiffness characteristics of an active control force in an active control system. Semi-active damping systems and passive damping systems are designed to replace the active control systems and then the capability of the semi-active control and passive control achieving the performance of fully active control is further studied through the numerical study. Finally, the negative stiffness characteristics realized by semi-active magnetorheological (MR) damping systems are demonstrated through an in situ field test of a stay cable in the Binzhou Yellow River Highway Bridge. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:778 / 794
页数:17
相关论文
共 50 条
  • [1] Instability analysis for semi-active control systems with semi-active inerters
    Yinlong Hu
    Tianyang Hua
    Michael Z. Q. Chen
    Shang Shi
    Yonghui Sun
    [J]. Nonlinear Dynamics, 2021, 105 : 99 - 112
  • [2] Instability analysis for semi-active control systems with semi-active inerters
    Hu, Yinlong
    Hua, Tianyang
    Chen, Michael Z. Q.
    Shi, Shang
    Sun, Yonghui
    [J]. NONLINEAR DYNAMICS, 2021, 105 (01) : 99 - 112
  • [3] Damping control in systems assembled by semi-active joints
    Nitsche, R
    Gaul, L
    [J]. RESPONSIVE SYSTEMS FOR ACTIVE VIBRATION CONTROL, 2002, 85 : 239 - 251
  • [4] Semi-active damping of drive systems
    Frey, Siegfried
    Groh, Konrad
    Verl, Alexander
    [J]. JOURNAL OF VIBRATION AND CONTROL, 2013, 19 (05) : 742 - 754
  • [5] Performance verification of semi-active and active impact control systems
    Kim, DH
    Choi, MC
    Baek, JH
    [J]. JOURNAL OF VIBRATION AND CONTROL, 2004, 10 (06) : 811 - 836
  • [7] Design approaches for active, semi-active and passive control systems based on analysis of characteristics of active control force
    Jinping Ou
    Hui Li
    [J]. Earthquake Engineering and Engineering Vibration, 2009, 8 : 493 - 506
  • [8] Design approaches for active, semi-active and passive control systems based on analysis of characteristics of active control force
    Ou Jinping
    Li Hui
    [J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2009, 8 (04) : 493 - 506
  • [9] Dynamical analysis on a kind of semi-active vibration isolation systems with damping control
    Zhang, Wanjie
    Niu, Jiangchuan
    Shen, Yongjun
    Yang, Shaopu
    Wang, Li
    [J]. Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2020, 52 (06): : 1743 - 1754
  • [10] A comparison study of passive, active, and semi-active suspension systems
    Demircioǧlu, Ufuk
    Çakir, Mutlu Tarik
    [J]. International Journal of Vehicle Noise and Vibration, 2024, 20 (02) : 107 - 118