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Structural Control Using Regenerative Force Actuation Networks

机译:使用再生力驱动网络的结构控制

摘要

A Regenerative Force Actuation (RFA) Network consists of multiple electromechanicalforcing devices distributed throughout a structural system and actuated in such a way as to reducethe response of the structure when subject to an excitation. The associated electronics of thedevices are connected together such that they are capable of sharing electrical power with eachother. This makes it possible for some devices to extract mechanical energy from the structure,while others re-inject a portion of that energy back into the structure at other locations. Theforcing capability of an RFA network is constrained only by the requirement that in the aggregatethe total network must always dissipate energy.The electromechanical currents generated by RFA networks must be controlled to createthe desired structural forces. This control is facilitated by the alternation of a multitude of powerelectronictransistor switches in the electrical network. In this study, a sliding-mode switchingcontroller is proposed for realizing zero-error force command tracking. It is shown thatparameter uncertainty is a critical issue for force commands which require the network to operatenear its optimum transmissive efficiency.RFA networks can be used to create velocity-proportional damping forces in structures.However, unlike traditional structural damping, RFA networks have the ability to create non-localand asymmetric damping forces. It is shown that this more generalized damping capability canlead to significant improvements in the forced response of a structure, as compared withtraditional linear damping.RFA networks may also be used for feedback control. In this context, the forcingcapability of the RFA network is constrained by its physical limitations. In this study, asystematic method of nonlinear control design called "Damping-Reference" control is proposed,which guarantees a certain level of quadratic performance for the structural response. Variants ofthe control law synthesis are proposed for quadratic regulation, stochastic control, and H∞ controlcontexts.These ideas are illustrated in the context of earthquake engineering through a simulationexample, involving a three-story structure with a two-actuator RFA network installed. In thisexample, it is shown that the "power sharing" nature of the RFA network has a significantinfluence on the response.
机译:再生力致动(RFA)网络由分布在整个结构系统中的多个机电强制设备组成,并以减少受到激励时结构的响应的方式进行致动。设备的相关电子设备被连接在一起,使得它们能够彼此共享电力。这使得某些设备可以从结构中提取机械能,而其他设备则可以将一部分能量重新注入其他位置的结构中。 RFA网络的强制能力仅受总网络中总必须耗散能量的要求的约束。必须控制RFA网络产生的机电电流以产生所需的结构力。通过电网中的多个电力电子晶体管开关的交替来促进该控制。在这项研究中,提出了一种用于实现零误差力命令跟踪的滑模切换控制器。结果表明,参数不确定性是要求力网络在其最佳传输效率附近运行的力指令的关键问题.RFA网络可用于在结构中创建速度比例阻尼力,但是与传统的结构阻尼不同,RFA网络具有以下能力:产生非局部和非对称的阻尼力。结果表明,与传统的线性阻尼相比,这种更通用的阻尼能力可以显着改善结构的强制响应。RFA网络也可以用于反馈控制。在这种情况下,RFA网络的强制能力受到其物理限制的限制。在这项研究中,提出了一种非线性控制设计的系统方法,称为“阻尼参考”控制,该方法可确保结构响应具有一定水平的二次性能。提出了用于二次调节,随机控制和H∞控制上下文的控制律综合方法的变体。这些思想在地震工程的上下文中通过一个仿真示例进行了说明,该示例涉及一个三层结构并安装了两个执行器RFA网络。在此示例中,显示了RFA网络的“功率共享”性质对响应有重大影响。

著录项

  • 作者

    Scruggs Jeffrey T.;

  • 作者单位
  • 年度 2004
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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