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Stability and Performance of Feedback Control Systems with Time Delays

机译:时滞反馈控制系统的稳定性和性能

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摘要

This paper investigates the time delay effects on the stability and performance of active feedback control systems for engineering structures. A computer algorithm is developed for stability analysis of a SDOF system with unequal delay time pair in the velocity and displacement feedback loops. It is found that there may exist multiple stable regions in the plane of the time delay pair, which contain time delays greater than the maximum allowable values obtained by previous studies. The size, shape and location of these stable and unstable regions depend on the system parameters and the feedback control gains. For systems with multiple stable regions, the boundaries between the stable and unstable regions in the plane of the time delay pair are explicitly obtained. The delay time pairs that forms these boundaries are called the critical delay time pairs at which the steady-state response becomes unbounded. The conclusions are valid for both large and small delay times. For any system with multiple stable regions, preliminary guidelines obtained from an explicit formula are given to find the desirable delay time pair(s). When used, these desirable delay time pair(s) not only stabilize an unstable system with inherent time delays, but also significantly reduce the system response and control force. For any system with multiple stable regions, these desirable delay time pair(s) are above the maximum allowable delay times obtained by previous studies. Numerical results, for both steady-state and transient analysis, are given to investigate the performance of delayed feedback control systems subjected to both harmonic and real earthquake ground motion excitations.
机译:本文研究了时延对工程结构主动反馈控制系统稳定性和性能的影响。开发了一种计算机算法,用于对速度和位移反馈回路中具有不相等延迟时间对的SDOF系统进行稳定性分析。发现在时间延迟对的平面中可能存在多个稳定区域,这些区域包含的时间延迟大于以前研究获得的最大允许值。这些稳定和不稳定区域的大小,形状和位置取决于系统参数和反馈控制增益。对于具有多个稳定区域的系统,明确获得了时间延迟对平面中稳定区域和不稳定区域之间的边界。形成这些边界的延迟时间对称为临界延迟时间对,在该时间对稳态响应变得无界。这些结论对于较大和较小的延迟时间均有效。对于具有多个稳定区域的任何系统,都将从明确的公式中获得初步指导,以找到所需的延迟时间对。在使用时,这些理想的延迟时间对不仅可以稳定具有固有时间延迟的不稳定系统,还可以显着降低系统响应和控制力。对于具有多个稳定区域的任何系统,这些理想的延迟时间对都高于先前研究获得的最大允许延迟时间。给出了稳态和瞬态分析的数值结果,以研究受谐波和真实地震地面运动激励影响的延迟反馈控制系统的性能。

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