基于目标跟踪的鲁棒次优H∞比例积分控制器观测器系统的开发和性能评估,以更好地控制地震响应

Jagajyoti Panda, Sanjukta Chakraborty, S. Ray‐Chaudhuri
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引用次数: 3

摘要

在本文中,开发了一种新的全阶和降阶比例积分(PI)控制器,使得目标跟踪或命令跟踪问题在宽频率输入范围内变得通用。该控制器是为了更好地控制结构的地震反应而开发的。在这种情况下,所提出的控制器的整体部分是通过对闭环中的相关组件进行适当的因式分解来制定的,以避免反馈系统中存在不可控极点。进一步,通过次优H∞控制算法设计了控制器-观测器框架。该算法的鲁棒性和稳定性在跟踪大范围频率输入方面进行了评估,同时减轻了传感器噪声和建模不确定性的影响。相对于次优的基于H∞的比例控制器,所提出的PI控制器的效率得到了证明,即在标称和摄动的单自由度弹簧-质量-阻尼器系统的误差信号减少方面。此外,本文还研究了该控制器在强震作用下的实际情况下的适用性。根据模型的隔振器位移、层间漂移和顶层漂移对控制算法的性能进行了评价。这项工作的结果突出表明,所提出的控制器在土木工程结构的实际实施中具有重要的潜力。
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Development and performance evaluation of a robust suboptimal H∞‐based proportional–integral controller–observer system with target tracking for better control of seismic responses
In this article, a new full‐ and reduced‐order proportional–integral (PI) controller is developed such that the target‐tracking or command‐following problems become generic for a wide range of frequency inputs. The proposed controller has been developed for better control of seismic responses of structures. The integral part of the proposed controller in this case is formulated by proper factorization of relevant components in closed loop to avoid the presence of uncontrollable poles in the feedback system. Further, the controller–observer framework is designed through suboptimal H∞ control algorithm. The robustness and stability of the algorithm are evaluated in terms of tracking a wide range of frequency inputs, while mitigating the influence of sensor noise and modelling uncertainties at the same time. The efficiency of the proposed PI controller is established with respect to the suboptimal H∞ ‐based proportional controller in terms of reduction in error signal of a nominal and perturbed single degree‐of‐freedom spring–mass–damper system. Further, the applicability of the proposed controller in a realistic scenario is studied using a base‐isolated building under strong seismic excitation. The performance of the control algorithm is evaluated in terms of isolator displacement, inter‐storey drift and top‐floor drift of the nominal model. The results from this work highlight that the proposed controller has significant potential for practical implementation in civil engineering structures.
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