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A robust nonlinear semi-active control for base seismically-isolated structures

机译:基础地震隔震结构的鲁棒非线性半主动控制

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摘要

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 semiactive 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.
机译:本文为基础隔震结构提出了一种鲁棒的非线性半主动控制。控制基于Leitmann等人的工作扩展。模型不确定非线性系统的稳定性研究对于通常的结构动力学模型,表明应用特定的控制定律会在有限的时间内将状态变量驱动到指定半径的球中。球的半径可以任意选择,只要其不小于极限值即可。另外,提供了该极限球半径的估计。还提供了到达球的时间。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功效通过将其应用到结构的简单模型中来说明,该模型特别着重于从地板到安装在其上的设备的激励的衰减。

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