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Velocity based semi-active turbo-Lyapunov control algorithms for seismically excited nonlinear smart structures

机译:地震激励非线性智能结构的基于速度的半主动式Turbo-Lyapunov控制算法

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This paper presents a novel turbo-Lyapunov control strategy for the semi-active control of a nonlinear highwaynbridge subjected to earthquake ground motions. An optimal control signal has been found to be strongly dependentnon the velocity across a magnetorheological (MR) damper. A turbo-Lyapunov control algorithm that utilizes thenrelationship between absolute velocity of the damper and control signal based on the traditional Lyapunov controlnalgorithm has been developed. In this approach, the control signal is calculated using an integrated traditionalnLyapunov function and a turbo-function. This turbo-function adds or subtracts additional voltage depending onnthe change in the absolute velocity across an MR damper. The performance of the proposed controller has beenninvestigated in reducing response quantities of the highway bridge benchmark model. The results show that thenproposed turbo-Lyapunov control strategy is quite competitive with respect to numerous other control approachesnin reducing response quantities of the benchmark bridge model. Copyright © 2012 John Wiley & Sons, Ltd.
机译:本文提出了一种新的turbo-Lyapunov控制策略,用于非线性主动公路桥在地震地震动作用下的半主动控制。已经发现最佳控制信号与跨磁流变(MR)阻尼器的速度强烈相关。基于传统的李雅普诺夫控制算法,开发了利用阻尼器的绝对速度与控制信号之间的关系的turbo-李雅普诺夫控制算法。在这种方法中,使用集成的传统Lyapunov函数和turbo函数来计算控制信号。这种涡轮增压功能根据MR阻尼器上绝对速度的变化来增加或减少额外的电压。已经对所提出的控制器的性能进行了研究,以减少公路桥梁基准模型的响应量。结果表明,提出的turbo-Lyapunov控制策略相对于减少基准桥模型的响应量的众多其他控制方法而言,具有相当的竞争力。版权所有©2012 John Wiley&Sons,Ltd.

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