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    欧进萍

    • 教授     博士生导师
    • 性别:男
    • 毕业院校:哈尔滨建筑大学
    • 学位:博士
    • 所在单位:建设工程学院
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    Hybrid active mass damper (AMD) vibration suppression of nonlinear high-rise structure using fuzzy logic control algorithm under earthquake excitations

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      发布时间:2019-03-09

      论文类型:期刊论文

      发表时间:2011-10-01

      发表刊物:STRUCTURAL CONTROL & HEALTH MONITORING

      收录刊物:EI、SCIE、Scopus

      卷号:18

      期号:6

      页面范围:698-709

      ISSN号:1545-2255

      关键字:active mass damper (AMD); fuzzy logic control; vibration suppression; structural control; high rise structures

      摘要:Active mass damper (AMD) control of civil structures has attracted much attention in recent years. However, there are few researches on the control of nonlinear structure using AMD under earthquake excitation, especially for high-rise building. In this paper, a fuzzy logic-based control algorithm was developed to control a nonlinear high-rise structure under earthquake excitation using AMD device. For the control of a high-rise building under earthquake excitation, due to the complexity of vibration modes, many inputs are needed for the fuzzy controller, and this may cause the explosion of fuzzy rules. To solve this problem, generalized inputs for fuzzy control were proposed by considering all the states of the structure based on a quadratic performance index. An AMD control system may magnify the interstory drift of a high-rise nonlinear building, which is regarded as Interstory Response Amplification (IRA) phenomenon. To avoid this problem, a control scheme of using both an AMD and interstory dampers was proposed to control the nonlinear vibration of a high-rise structure. We used a 20-story Benchmark nonlinear structure for the numerical studies. Numerical simulations show that the combination of an AMD and interstory dampers can eliminate the IRA phenomenon and achieve better vibration suppression than either an AMD alone or interstory dampers alone, in not only displacements relative to ground but also interstory response. Copyright (C) 2010 John Wiley & Sons, Ltd.