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首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Predictive instantaneous optimal control of elastic structures during earthquakes
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Predictive instantaneous optimal control of elastic structures during earthquakes

机译:地震过程中弹性结构的瞬时预测最优控制

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A predictive instantaneous optimal control (PIOC) algorithm is proposed for controlling the seismic responses of elastic structures. This algorithm compensates for the time delay that happens in practical control applications by predicting the structural response over a period that equals the time delay, and by substituting the predicted response in the instantaneous optimal control (IOC) algorithm. The unique feature of this proposed PIOC algorithm is that it is simple and at the same time compensates for the time delay very effectively. Numerical examples of single degree of freedom structures are presented to compare the performance of PIOC and IOC systems for various time delay magnitudes. Results show that a time delay always causes degradation of control efficiency, but PIOC can greatly reduce this degradation compared to IOC. The effects of the structure's natural periods and the choice of control gains on the degradation induced by the time delay are also analyzed. Results show that shorter natural periods and larger control gains are both more sensitive and more serious to the degradation of control efficiency. Finally, a practical application of PIOC is performed on a six-story moment-resisting steel frame. It is demonstrated that PIOC contributes significantly to maintain stability in multiple degree of freedom structures, and at the same time PIOC has a satisfactory control performance.
机译:提出了一种预测瞬时最优控制(PIOC)算法来控制弹性结构的地震响应。该算法通过在等于时间延迟的时间段内预测结构响应,并通过将预测响应替换为瞬时最优控制(IOC)算法,来补偿实际控制应用中发生的时间延迟。提出的PIOC算法的独特之处在于它简单易行,同时可以非常有效地补偿时间延迟。给出了单自由度结构的数值示例,以比较PIOC和IOC系统在各种时延幅度下的性能。结果表明,时间延迟总是会导致控制效率下降,但与IOC相比,PIOC可以大大减少这种下降。还分析了结构的自然周期和控制增益的选择对延时引起的退化的影响。结果表明,较短的自然周期和较大的控制增益对控制效率的下降既敏感又严重。最后,在六层抗弯钢框架上进行PIOC的实际应用。结果表明,PIOC在维持多个自由度结构中的稳定性方面做出了巨大贡献,同时PIOC具有令人满意的控制性能。

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