A fuzzy based intelligent scheme for enhancing the performance of the optimal controllers by online weighting matrix selection in seismically excited nonlinear buildings

被引:5
作者
Amirmojahedi, M. [1 ]
Shojaee, S. [1 ]
Hamzehei-Javaran, S. [1 ]
机构
[1] Shahid Bahonar Univ Kerman, Civil Engn Dept, Kerman, Iran
关键词
Optimal control; Fuzzy logic system; LQG controller; Polynomial controller; Weighting matrices; OPTIMAL STRUCTURAL CONTROL; MAGNETORHEOLOGICAL DAMPER; SEMIACTIVE NEUROCONTROL; POLYNOMIAL CONTROL; VIBRATION CONTROL; ACTIVE CONTROL; LQR ALGORITHM; LOGIC; OPTIMIZATION; DESIGN;
D O I
10.1016/j.engstruct.2023.116738
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the present work, an effective strategy is proposed to improve the efficiency of the optimal controllers that are based on minimizing a performance index by using a fuzzy controller. In the used fuzzy system, the weighting matrices of the optimal controller are tuned online according to the response of the structural system. In order to assess the effectiveness of the proposed control scheme, its function is investigated in two phases on a 3-story nonlinear benchmark building equipped with MR dampers. In the first phase, a linear quadratic Gaussian (LQG) controller is combined with a fuzzy logic system (Fuzzy-LQG) and the efficiency of the used technique is compared with three different cases of the conventional LQG controllers. The results show that the Fuzzy-LQG, in addition to using an optimal level of demand energy, has a better performance than the conventional LQG methods in controlling the maximum responses of the structure. In the second phase, the performance of a polynomial optimal controller that is a summation of polynomials in nonlinear states in combination with the fuzzy system is investigated. At this stage, the effectiveness of the designed control system (Fuzzy Polynomial) in terms of seismic performance criteria with the results of a conventional LQG active control system, an optimal adaptive neuro-fuzzy inference system (ANFIS) and a neural network predictive control (NNPC) system is evaluated. The results show that this method is successful in improving the structural performance of a nonlinear building subjected to earthquakes.
引用
收藏
页数:18
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