Semi-active control of wind excited building structures using MR/ER dampers

被引:38
|
作者
Zhu, WQ [1 ]
Luo, M [1 ]
Dong, L [1 ]
机构
[1] Zhejiang Univ, Dept Mech, Hangzhou 310027, Peoples R China
关键词
tall building; wind excitation; MR/ER damper; Bingham model; stochastic optimal control; stochastic averaging; stochastic dynamical programming;
D O I
10.1016/j.probengmech.2004.02.011
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A semi-active control strategy for building structures subject to wind loading and controlled by MR/ER dampers is proposed. The power spectral density (PSD) matrix of the fluctuating part of wind velocity vector is diagonalized in the eigenvector space. Each element of the diagonalized PSD matrix is modeled as a set of second-order linear filter driven by white noise. A Bingham model for MR/ER dampers is used. The forces produced by MR/ER dampers are split into passive and active parts and the passive part is combined with structural damping forces. A set of partially averaged It (o) over cap equations for controlled modal energies are derived by applying the stochastic averaging method for quasi-integrable-Hamiltonian systems. The optimal control law is then determined by using the stochastic dynamical programming principle and the cost function is so selected that the optimal control law can be implemented by the MR/ER dampers. The response of semi-active controlled structures is predicted by using the reduced Fokker-Planck-Kolmogorov equation associated with fully averaged It (o) over cap equations of the controlled structures. A comparison with clipped linear quadratic Gaussian (LQG) control strategy, for an example, shows that the proposed semi-active control strategy for MR/ER dampers is superior to clipped LQG control strategy. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:279 / 285
页数:7
相关论文
共 50 条
  • [1] SEMI-ACTIVE MR DAMPERS FOR SEISMIC CONTROL OF STRUCTURES
    Kori, Jagadish G.
    Jangid, R. S.
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2009, 42 (03): : 157 - 166
  • [2] Semi-active control of randomly wind-excited tall building structures using MR-TLCDs
    Ni, YQ
    Ying, ZG
    Wang, JY
    Ko, JM
    Spencer, BF
    ADVANCES IN STOCHASTIC STRUCTURAL DYNAMICS, 2003, : 377 - 384
  • [3] A stochastic optimal semi-active control strategy for ER/MR dampers
    Ying, ZG
    Zhu, WQ
    JOURNAL OF SOUND AND VIBRATION, 2003, 259 (01) : 45 - 62
  • [4] Non-clipping optimal control of randomly excited nonlinear systems using semi-active ER/MR dampers
    Ying, ZG
    Ni, YQ
    Ko, JM
    SMART STRUCTURES AND MATERIALS 2002: SMART SYSTEMS FOR BRIDGES, STRUCTURES, AND HIGHWAYS, 2002, 4696 : 209 - 218
  • [5] Semi-active control of building structures under seismic action with faulty MR dampers and sensors
    Shad, Pegah Naderpoor
    Taghikhany, Touraj
    SMART STRUCTURES AND SYSTEMS, 2024, 34 (04) : 271 - 282
  • [6] Rheological models of MR dampers applied in semi-active control of structures
    Zhang Z.-K.
    Peng Y.-B.
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2020, 33 (03): : 494 - 502
  • [7] Semi-active control of structures using a neuro-inverse model of MR dampers
    Khaje-Karamodin, A.
    Haji-Kazemi, H.
    Rowhanimanesh, A.R.
    Akbarzadeh-Tootoonchi, M.R.
    Scientia Iranica, 2009, 16 (03) : 256 - 263
  • [8] Semi-active direct control method for seismic alleviation of structures using MR dampers
    Rahbari, N. Mohajer
    Azar, B. Farahmand
    Talatahari, S.
    Safari, H.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (06): : 1021 - 1042
  • [9] Semi-active control of structures using neuro-predictive algorithm for MR dampers
    K-Karamodin, A.
    H-Kazemi, H.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (03): : 237 - 253
  • [10] Semi-active control of structures using a neuro-inverse model of MR dampers
    Khaje-Karamodin, A.
    Haji-Kazemi, H.
    Rowhanimanesh, A.R.
    Akbarzadeh-Tootoonchi, M.R.
    Scientia Iranica, 2009, 16 (3 A) : 256 - 263