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作者:

Yang, Run-Lin (Yang, Run-Lin.) | Yan, Wei-Ming (Yan, Wei-Ming.) (学者:闫维明) | Zhou, Xi-Yuan (Zhou, Xi-Yuan.) | Dong, Di (Dong, Di.) | Niu, Dong-Xu (Niu, Dong-Xu.) | Liu, Xi-Hui (Liu, Xi-Hui.)

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摘要:

For a semiactive or active control system, although there are many classic algorithms available, their applicability and control efficiency are not ideal due to systematic features of nonlinear behavior, time variable and parameter uncertainties. On the contrary, since fuzzy control systems are mathematical models free, these difficulties can be overcome. Therefore, many researchers have adopted fuzzy logic approach for structural control. This is very useful for structural vibration control. However, fuzzy control theory still lacks a systemic design guidance to set up the corresponding rale-bases at present, and accordingly the rule-bases need often be revised repeatedly. In order to solve this problem, a new idea for structural control, i.e. the off-and-towards-equilibrium (OTE) control strategy, is presented and developed in this paper. For a fuzzy control system, a set of rules can be extracted easily on the basis of the idea. In this paper, numerical simulations are carried out to study the seismic response control of a multi-storey structure with an active tendon system (ATS) installed in the first storey, and the rule-bases of the corresponding fuzzy control system according to the OTE control strategy are established. Simulating results verify its rationality and validity by comparing the earthquake responses of the structure using the OTE strategy during the earthquakes to those using the LQR algorithm.

关键词:

Strategic planning Structures (built objects) Vibration control Mathematical models Fuzzy control Nonlinear control systems Vibrations (mechanical)

作者机构:

  • [ 1 ] [Yang, Run-Lin]Laboratory of Earthquake Engineering and Structural Retrofit, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Yan, Wei-Ming]Laboratory of Earthquake Engineering and Structural Retrofit, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Zhou, Xi-Yuan]Laboratory of Earthquake Engineering and Structural Retrofit, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Dong, Di]Laboratory of Earthquake Engineering and Structural Retrofit, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Niu, Dong-Xu]Laboratory of Earthquake Engineering and Structural Retrofit, School of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 6 ] [Liu, Xi-Hui]Electronic Information Center, Ministry of Information Industry, Beijing 100846, China

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来源 :

Engineering Mechanics

ISSN: 1000-4750

年份: 2006

期: 5

卷: 23

页码: 1-8

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