基础隔震结构的鲁棒非线性半主动控制

C. Teodorescu, S. Diop, I. Politopoulos, M. Benidir
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引用次数: 0

摘要

提出了一种基础隔震结构的鲁棒非线性半主动控制方法。该控制是基于Leitmann等人关于具有不确定模型的非线性系统的镇定工作的扩展。对于通常的结构动力学模型,应用特定的控制律可以在有限时间内将状态变量驱动成一个指定半径的球。球的半径可以任意选择,只要不低于限制值即可。此外,还提供了该极限球半径的估计。到达球的时间也提供。因此,半主动控制为控制设计者提供了有趣的设计参数。所提出的半主动控制的有效性通过它在简单结构模型上的应用得到了证明,它特别关注了从楼板传递到安装在楼板上的设备的激励衰减。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A robust nonlinear semi-active control for base seismically-isolated structures
This paper proposes a robust nonlinear semi-active control for base seismically-isolated structures. The control is based upon an extension of works of Leitmann et al. on the stabilization of nonlinear systems with uncertain models. For usual models of structure dynamics it is shown that applying a specific control law drives the state variables into a ball of specified radius in finite time. The radius of the ball may be arbitrarily chosen as long as it is not lower than a limiting value. In addition, estimates of this limiting ball radius is provided. The time to reach the ball is also provided. The semi-active control thus provides the control designer with interesting design parameters. The efficacy of proposed semi-active control is illustrated by its application to simple models of structures focusing in particular to the attenuation of excitation transmitted from floor to equipment mounted on them.
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