Active TLCGD control of plane asymmetric buildings under earthquake excitation

被引:2
|
作者
Fu, Chuan [1 ]
机构
[1] N China Univ Technol, Coll Architecture, Beijing 100144, Peoples R China
关键词
Asymmetric building; Earthquake excitation; Active control; LQR algorithm; DAMPERS;
D O I
10.1007/s10409-011-0504-2
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The sealed, tuned liquid column gas damper (TLCGD) with gas-spring effect extends the frequency range of application and efficiently increases the modal structural damping. Active tuned liquid column gas damper (ATLCGD) is developed for the vibration control of plane asymmetric buildings subjected to earthquake excitation, improving the performance of the passive control scheme. The active behaviour is obtained by adjusting the pressure at the end of the liquid column using a pressurised reservoir. The classical linear quadratic regulator (LQR) design is presented as a straightforward approach to optimal control. Numerical simulations indicate a significant vibration reduction of plane asymmetric buildings by active control within the strong motion of the dynamic response.
引用
收藏
页码:817 / 822
页数:6
相关论文
共 50 条
  • [21] OPTIMAL HYBRID CONTROL OF STRUCTURES UNDER EARTHQUAKE EXCITATION
    TADJBAKHSH, IG
    ROFOOEI, F
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1992, 21 (03): : 233 - 252
  • [22] Semiactive control of rigid blocks under earthquake excitation
    Pecorelli, Marica L.
    Ceravolo, Rosario
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2018, 47 (03): : 738 - 756
  • [23] Numerical Study on Pounding between Two Adjacent Buildings under Earthquake Excitation
    Naderpour, H.
    Barros, R. C.
    Khatami, S. M.
    Jankowski, R.
    SHOCK AND VIBRATION, 2016, 2016
  • [24] Dynamic response of damper-connected adjacent buildings under earthquake excitation
    Xu, YL
    He, Q
    Ko, JM
    ENGINEERING STRUCTURES, 1999, 21 (02) : 135 - 148
  • [25] EFFICIENT ANALYSIS OF SIMPLE SECONDARY STRUCTURES IN LARGE BUILDINGS UNDER EARTHQUAKE EXCITATION
    SCHWEIZERHOF, K
    ANDELFINGER, U
    INGENIEUR ARCHIV, 1987, 57 (04): : 267 - 276
  • [27] On the inelastic seismic response of asymmetric buildings under bi-axial excitation
    Marusic, D
    Fajfar, P
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2005, 34 (08): : 943 - 963
  • [28] Soil-structure interaction effect on active control of multi-story buildings under earthquake loads
    Chen, GD
    Chen, CQ
    Cheng, FY
    STRUCTURAL ENGINEERING AND MECHANICS, 2000, 10 (06) : 517 - 532
  • [29] Actuator saturation and control design for buildings under seismic excitation
    Kim, JH
    Jabbari, F
    Yang, JN
    PROCEEDINGS OF THE 2000 AMERICAN CONTROL CONFERENCE, VOLS 1-6, 2000, : 29 - 33
  • [30] Actuator saturation and control design for buildings under seismic excitation
    Kim, JH
    Jabbari, F
    JOURNAL OF ENGINEERING MECHANICS, 2002, 128 (04) : 403 - 412