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Vibration control of buildings using smart magnetorheological dampers.

机译:使用智能磁流变阻尼器控制建筑物的振动。

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摘要

Because of their intrinsically nonlinear characteristics, development of control strategies that are implementable and can fully utilize the capabilities of semiactive control devices is an important and challenging task. In this dissertation, two control strategies are proposed for protecting buildings against dynamic hazards, such as severe earthquakes and strong winds, using one of the most promising semiactive control devices, the magnetorheological (MR) damper. The first control strategy is implemented by introducing an inverse neural network (NN) model of the MR damper. These NN models provide direct estimation of the voltage that is required to produce a target control force calculated from some optimal control algorithms. The major objective of this development is to provide an effective means for implementation of the MR damper with existing control algorithms. The second control strategy involves the design of a fuzzy controller and an adaptation law. The control objective is to minimize the difference between some desirable response and the response of the combined system by adaptively adjusting MR dampers. The use of the adaptation law eliminates the needs of acquiring characteristics of the combined system in advance. Because the control strategy based on the combination of the fuzzy controller and the adaptation law doesn't require a prior knowledge of the combined building-damper system, this approach provides a robust control strategy that can be used to protect nonlinear or uncertain structures subjected to random loads.
机译:由于其固有的非线性特性,开发可行的控制策略并充分利用半主动控制设备的功能是一项重要且具有挑战性的任务。本文提出了两种控制策略,利用最有前途的半主动控制装置之一-磁流变(MR)阻尼器,来保护建筑物免受动态危害,例如强地震和强风。通过引入MR阻尼器的逆神经网络(NN)模型来实现第一种控制策略。这些NN模型可以直接估算产生一些最佳控制算法计算出的目标控制力所需的电压。该发展的主要目的是为利用现有控制算法实现MR阻尼器提供有效的手段。第二种控制策略涉及模糊控制器和自适应律的设计。控制目标是通过自适应地调整MR阻尼器来最大程度地减少某些期望响应与组合系统响应之间的差异。自适应定律的使用消除了预先获取组合系统特性的需要。因为基于模糊控制器和自适应律的组合的控制策略不需要对组合建筑-阻尼器系统的先验知识,所以这种方法提供了一种鲁棒的控制策略,可用于保护受到非线性影响或不确定性的结构。随机负载。

著录项

  • 作者

    Zhou, Li.;

  • 作者单位

    Hong Kong University of Science and Technology (People's Republic of China).;

  • 授予单位 Hong Kong University of Science and Technology (People's Republic of China).;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 177 p.
  • 总页数 177
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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