Design of a novel intelligent adaptive fractional-order proportional-integral-derivative controller for mitigation of seismic vibrations of a building equipped with an active tuned mass damper

Ommegolsoum Jafarzadeh, Rasoul Sabetahd, Seyyed Arash Mousavi Ghasemi, S. M. Zahrai
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Abstract

The primary objective of this study is to introduce a novel adaptive fractional order proportional–integral–derivative (FOPID) controller. The adaptive FOPID controller’s parameters are dynamically adjusted in real-time using five distinct multilayer perceptron neural networks. The extended Kalman filter (EKF) is employed to facilitate the parameter-tuning process. A multilayer perceptron neural network, trained using the error Backpropagation algorithm, is employed to identify the structural system and estimate the plant. The real-time estimated Jacobian is applied to the controller to control the model. The stability and robustness of the adaptive interval type-2 fuzzy neural networks controller are enhanced by utilizing the EKF and the feedback error learning strategy for compensator tuning. This improvement increases resilience against estimation errors, seismic disturbances, and unknown nonlinear functions. The primary objective is to address the challenges posed by maximum displacement, acceleration, and drift, as well as the uncertainties arising from variations in stiffness and mass. In order to validate the reliability of the proposed controller, the performance investigation is carried out on an 11-story building equipped with an active tuned mass damper under far and near-field earthquakes. Numerical findings show the remarkable effectiveness of the proposed controllers compared to their predecessors. In addition, it is revealed that the inclusion of the adaptive interval type-2 fuzzy neural networks compensator has increased the performance of the proposed controller and shows significant capabilities in reducing the seismic responses of structures during severe earthquake events.
设计一种新型智能自适应分数阶比例-积分-派生控制器,用于缓解装有主动调谐质量减振器的建筑物的地震振动
本研究的主要目的是介绍一种新型自适应分数阶比例-积分-派生(FOPID)控制器。自适应 FOPID 控制器的参数通过五个不同的多层感知器神经网络进行实时动态调整。扩展卡尔曼滤波器(EKF)被用来促进参数调整过程。使用误差反向传播算法训练的多层感知器神经网络用于识别结构系统和估算工厂。实时估计的雅各布系数被应用于控制器,以控制模型。通过利用 EKF 和反馈误差学习策略进行补偿器调整,增强了自适应区间 2 型模糊神经网络控制器的稳定性和鲁棒性。这种改进提高了对估计错误、地震干扰和未知非线性函数的适应能力。主要目标是应对最大位移、加速度和漂移带来的挑战,以及刚度和质量变化带来的不确定性。为了验证所提控制器的可靠性,在远场和近场地震下,对装有主动调谐质量阻尼器的 11 层楼进行了性能调查。数值研究结果表明,与之前的控制器相比,所提出的控制器效果显著。此外,研究还发现,加入自适应区间 2 型模糊神经网络补偿器提高了所提控制器的性能,并在降低结构在强震事件中的地震响应方面显示出显著的能力。
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