Optimization of MR Dampers for Wind-Excited Benchmark Tall Building

被引:9
|
作者
Suthar, Sameer J. [1 ]
Patil, Veeranagouda B. [2 ]
Jangid, Radhey Shyam [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Mumbai 400076, Maharashtra, India
[2] KLE Technol Univ, Sch Civil Engn, Hubballi 580031, India
基金
日本学术振兴会;
关键词
Benchmark tall building; Wind-induced response; Magnetorheological (MR) damper; Semiactive control; Tall building; SEMIACTIVE CONTROL STRATEGIES; TUNED MASS DAMPERS; OF-THE-ART; RESPONSE CONTROL; FLUID DAMPERS; PERFORMANCE; SYSTEMS; BRIDGE;
D O I
10.1061/(ASCE)SC.1943-5576.0000733
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The efficacy of magnetorheological (MR) dampers installed in a benchmark tall building under across-wind loads is investigated. The combined system is expressed as state-space variables, and the building response was obtained numerically. A comparison of semiactive control algorithms applied to the MR dampers installed in the benchmark building is studied. Initially, dampers are installed on every story of the building; later, the locations and numbers of dampers are optimized. This optimization of dampers is carried out along with a parametric study by varying the maximum command voltage for each control algorithm. It is observed that the MR dampers are quite effective at reducing all the performance criteria of the benchmark building. An optimization study of dampers had given an appropriate location of the dampers and reduced the number of dampers. The parametric study of maximum command voltage indicated that, in general, the larger the maximum command voltage, the better the performance of the MR damper. (C) 2022 American Society of Civil Engineers.
引用
收藏
页数:18
相关论文
共 50 条
  • [41] Multi-objective optimization of wind-excited structures
    Venanzi, I.
    Materazzi, A. L.
    ENGINEERING STRUCTURES, 2007, 29 (06) : 983 - 990
  • [42] ROBUST VIBRATION CONTROL OF WIND-EXCITED HIGHRISE BUILDING STRUCTURES
    Wang, Nengmou
    Adeli, Hojjat
    JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2015, 21 (08) : 967 - 976
  • [43] Surrogate models for high performance control systems in wind-excited tall buildings
    Micheli, Laura
    Hong, Jonathan
    Laflamme, Simon
    Alipour, Alice
    APPLIED SOFT COMPUTING, 2020, 90
  • [44] Mode shape linearization for HFBB analysis of wind-excited complex tall buildings
    Tse, K. T.
    Hitchcock, P. A.
    Kwok, K. C. S.
    ENGINEERING STRUCTURES, 2009, 31 (03) : 675 - 685
  • [45] Performance-based bi-objective design optimization of wind-excited building systems
    Suksuwan, Arthriya
    Spence, Seymour M. J.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2019, 190 : 40 - 52
  • [46] Nonlinear stochastic optimal control of wind-excited building structures
    Zhu, WQ
    Luo, M
    Ying, ZG
    ADVANCES IN STOCHASTIC STRUCTURAL DYNAMICS, 2003, : 593 - 600
  • [47] Semi-active control of wind excited building structures using MR/ER dampers
    Zhu, WQ
    Luo, M
    Dong, L
    PROBABILISTIC ENGINEERING MECHANICS, 2004, 19 (03) : 279 - 285
  • [48] Semi-active fuzzy control of a wind-excited tall building using multi-objective genetic algorithm
    Kim, Hyun-Su
    Kang, Joo-Won
    ENGINEERING STRUCTURES, 2012, 41 : 242 - 257
  • [49] MULTIPLE TUNED MASS DAMPERS FOR SEISMIC-EXCITED TALL BUILDING
    Kim, Young-Moon
    You, Ki-Pyo
    You, Jang-Youl
    Paek, Sun-Young
    Nam, Byung-Hee
    Kim, Doo-Kie
    PROCEEDINGS OF INTERNATIONAL STRUCTURAL ENGINEERING AND CONSTRUCTION: INTERACTION BETWEEN THEORY AND PRACTICE IN CIVIL ENGINEERING AND CONSTRUCTION, 2016, : 217 - 222
  • [50] Vibration control of wind-excited tall buildings using sliding mode fuzzy control
    Kim, SB
    Yun, CB
    Spencer, BF
    JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (04) : 505 - 510