MOEA-Based Fuzzy Control for Seismically Excited Structures

被引:0
|
作者
Ning, Xiang-liang [1 ]
Tan, Ping [2 ]
Zhou, Fu-lin [2 ]
机构
[1] Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China
[2] Guangdong Key Lab Earthquake Engn & Appl Tech, Guangzhou 510405, Guangdong, Peoples R China
基金
中国国家自然科学基金;
关键词
Multi-objective genetic algorithm; fuzzy control; robustness; MR DAMPERS;
D O I
10.1007/978-3-642-04962-0_37
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
To guarantee the safety and functionality of structures simultaneously at different levels of seismic loadings, this paper proposes a multi-objective switching fuzzy control (MOSFC) strategy. MOSFC functions as a trigger with two control states considered. When the structure is at the state of linear, the main objection of control is the peak acceleration. On the other hand, once the nonlinear appears, the control of peak inter-storey drift is the main objection. Multi-objective genetic algorithm, NSGA-II, is employed for optimizing the fuzzy control rules. A scaled model of a six-storey building with two MR dampers installed at the two bottom floors is simulated here. Linear and Nonlinear numerical simulations demonstrate the effectiveness and robustness.
引用
收藏
页码:320 / +
页数:2
相关论文
共 50 条
  • [31] Control of a Seismically Excited Benchmark Building Using Linear Matrix Inequality-Based Semiactive Nonlinear Fuzzy Control
    Kim, Yeesock
    Langari, Reza
    Hurlebaus, Stefan
    JOURNAL OF STRUCTURAL ENGINEERING, 2010, 136 (08) : 1023 - 1026
  • [32] Optimal control method for seismically excited building structures with time-delay in control
    Cai, GP
    Huang, JZ
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2002, 128 (06): : 602 - 612
  • [33] Optimal weakening and damping using polynomial control for seismically excited nonlinear structures
    Gian Paolo Cimellaro
    EarthquakeEngineeringandEngineeringVibration, 2009, 8 (04) : 607 - 616
  • [34] Optimal polynomial control for seismically excited non-linear and hysteretic structures
    Yang, JN
    Agrawal, AK
    Chen, S
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1996, 25 (11): : 1211 - 1230
  • [35] Optimization of time-delayed feedback control of seismically excited building structures
    Li, Xue-ping
    Zhu, Wei-qiu
    Ying, Zu-guang
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2008, 9 (03): : 330 - 337
  • [36] Optimal weakening and damping using polynomial control for seismically excited nonlinear structures
    Cimellaro, Gian Paolo
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2009, 8 (04) : 607 - 616
  • [37] Optimal polynomial control for seismically excited non-linear and hysteretic structures
    Dept of Civil + Envmtl Eng, Univ of California, Irvine CA 92715, United States
    Earthquake Eng Struct Dyn, 11 (1211-1230):
  • [38] Optimal weakening and damping using polynomial control for seismically excited nonlinear structures
    Gian Paolo Cimellaro
    Earthquake Engineering and Engineering Vibration, 2009, 8 : 607 - 616
  • [39] Discrete-time variable structure control of seismically excited building structures
    Lu, XL
    Zhao, B
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2001, 30 (06): : 853 - 863
  • [40] ASSESSMENT OF DAMAGE AND LOSS OF SEISMICALLY EXCITED STRUCTURES BASED ON CONVEX ANALYSIS
    Li, H.
    Jia, L. Z.
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2011, 5 (02) : 101 - 118