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Time-delayed control design for active control of structures: principles and applications

机译:主动控制结构的时滞控制设计:原理和应用

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In this paper we develop the principles of time-delayed control design for the active control of structures in which the presence of large time delays in the control loop may make it difficult for their effects to be easily eliminated and/or compensated. A control design strategy is proposed that is different from what has been generally accepted hereto; it calls for taking advantage of these large, inherent lime delays in the control design. The presence of large time delays in the control loop requires that we understand the infinite dimensionality of the system and so we introduce the concept of non-system poles. This is first done within the framework of an SDOF system with time-delayed velocity feedback control. Several new results are presented dealing with stability and performance issues. These results include and extend those available to date. Having developed control design principles with an SDOF system as the underlying basis, these principles are then developed for multi-actuator, multiple time-delay control of MDOF systems. A numerical example of a building structure modeled as an MDOF system that is subjected to strong earthquake ground shaking is presented. The control design based on the underlying principles shows good stability characteristics and effective performance behavior. We demonstrate its application to a structure subjected to strong earthquake ground shaking, thereby showing its usefulness in hazard mitigation.
机译:在本文中,我们开发了用于结构主动控制的时滞控制设计原理,其中控制回路中存在较大的时延可能会导致难以轻易消除和/或补偿其影响。提出了一种控制设计策略,该策略不同于目前普遍接受的策略;它要求在控制设计中利用这些较大的固有延迟。控制回路中存在较大的时间延迟,这要求我们了解系统的无限维,因此我们引入了非系统极点的概念。这首先是在具有时滞速度反馈控制的SDOF系统框架内完成的。提出了一些有关稳定性和性能问题的新结果。这些结果包括并扩展了迄今为止的可用结果。已经开发了以SDOF系统为基础的控制设计原理,然后针对MDOF系统的多执行器,多时延控制开发了这些原理。给出了以MDOF系统为模型的建筑物结构的数值示例,该结构经受了强烈的地震动。基于基本原理的控制设计具有良好的稳定性和有效的性能表现。我们证明了其在遭受强烈地震地面震动的结构中的应用,从而显示了其在减轻灾害中的有用性。

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