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DECENTRALIZED SLIDING MODE CONTROL OF A TWO-CABLE-STAYED BRIDGE

机译：两缆桥的分散滑模控制

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摘要

One of the main objectives in the design of cable-stayed bridge structures is to mitigate the hazards caused by external forces such as traffic, heavy winds and earthquakes and thus to lengthen its life (see [1] and [2]). Both linear and nonlinear mathematical models were developed to describe the dynamic behaviour of the cable-stayed bridges in [2] and [3]. In the recent years, several active tendon control schemes have been proposed to reduce the transversal vibration of the bridge deck, among which the centralized linear active control in [4], [5] and [6] and decentralized nonlinear active control in [3] and [7] have received a great of attention.
机译：斜拉桥结构设计的主要目标之一是减轻交通，大风和地震等外力造成的危害，从而延长其使用寿命（参见[1]和[2]）。在[2]和[3]中，开发了线性和非线性数学模型来描述斜拉桥的动态行为。近年来，已经提出了几种主动肌腱控制方案来减少桥面板的横向振动，其中[4]，[5]和[6]中的集中线性主动控制以及[3]中的分散非线性主动控制。 ]和[7]受到了广泛关注。

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  • 会议地点 Pultusk(PL)
  • 作者

    N. LUO; M. DE LA SEN; J. RODELLAR; M.E. MAGANA;

  • 作者单位

    Dept. of Electricity and Electronics, Faculty of Science University of Basque Country, 48940 Leioa, Bizkaia, SPAIN;

    Dept. of Electricity and Electronics, Faculty of Science University of Basque Country, 48940 Leioa, Bizkaia, SPAIN;

    Dept. of Applied Mathematics III, School of Civil Engineering Technical University of Catalunya, 08034 Barcelona, SPAIN;

    Department of Electrical and Computer Engineering Oregon State University, Corvallis, Oregon 97331, USA;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 TU13;
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