期刊
JOURNAL OF STRUCTURAL ENGINEERING
卷 136, 期 8, 页码 1023-1026出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)ST.1943-541X.0000192
关键词
Semiactive nonlinear fuzzy control (SNFC); Linear matrix inequalities (LMIs); Magnetorheological (MR) damper; Benchmark; Earthquake; Model-based Fuzzy logic controller (MBFLC); Model-free fuzzy logic controller (MFFLC); Vibration
This paper investigates the behavior of a seismically excited benchmark building employing magnetorheological dampers operated by a model-based fuzzy logic controller (MBFLC) formulated in terms of linear matrix inequalities (LMIs). The MBFLC is designed in a systematic way, while the traditional model-free fuzzy logic controller is designed via trial and error by experienced investigators. It is demonstrated from comparison of the uncontrolled and semiactive controlled responses that the proposed LMI-based MBFLC is effective in vibration reduction of a benchmark building under various earthquake loading conditions.
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