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Sliding mode fault detection and fault-tolerant control of smart dampers in semi-active control of building structures

机译:建筑结构半主动控制中智能风门的滑模故障检测与容错控制

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摘要

Recent decades have witnessed much interest in the application of active and semi-active control strategies for seismic protection of civil infrastructures. However, the reliability of these systems is still in doubt as there remains the possibility. of malfunctioning of their critical components (i.e. actuators and sensors) during an earthquake. This paper focuses on the application of the sliding mode method due to the inherent robustness of its fault detection observer and fault-tolerant control. The robust sliding mode observer estimates the state of the system and reconstructs the actuators' faults which are used for calculating a fault distribution matrix. Then the fault-tolerant sliding mode controller reconfigures itself by the fault distribution matrix and accommodates the fault effect on the system. Numerical simulation of a three-story structure with magneto-rheological dampers demonstrates the effectiveness of the proposed fault-tolerant control system. It was shown that the fault-tolerant control system maintains the performance of the structure at an acceptable level in the post-fault case.
机译:近几十年来,人们对主动和半主动控制策略在民用基础设施的地震防护中的应用表现出极大的兴趣。但是,这些系统的可靠性仍然存在疑问,因为仍然存在这种可能性。地震期间其关键组件(即执行器和传感器)发生故障的情况。由于其故障检测观测器和容错控制具有固有的鲁棒性,因此本文将重点放在滑模方法的应用上。鲁棒的滑模观测器估计系统状态并重建执行器的故障,该故障用于计算故障分布矩阵。然后,容错滑模控制器通过故障分布矩阵对其自身进行重新配置,并容纳故障对系统的影响。带有磁流变阻尼器的三层结构的数值模拟证明了所提出的容错控制系统的有效性。结果表明,在故障后的情况下,容错控制系统将结构的性能保持在可接受的水平。

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