首页> 外文期刊>Computers & Structures >Hierarchical semi-active control of base-isolated structures using a new inverse model of magnetorheological dampers
【24h】

Hierarchical semi-active control of base-isolated structures using a new inverse model of magnetorheological dampers

机译:使用新型磁流变阻尼器逆模型的基础隔震结构的分层半主动控制

获取原文
获取原文并翻译 | 示例
           

摘要

Magnetorheological (MR) dampers have received special attention as semi-active devices for mitigation of structural vibrations. Because of the inherent nonlinearity of these devices, it is difficult to obtain a reasonable mathematical inverse model. This paper is concerned with two related concepts. On one hand, it presents a new inverse model of MR dampers based on the normalized Bouc-Wen model. On the other hand, it considers a hybrid seismic control system for building structures, which combines a class of passive nonlinear base isolator with a semi-active control system. In this application, the MR damper is used as a semi-active device in which the voltage is updated by a feedback control loop. The management of MR dampers is performed in a hierarchical way according to the desired control force, the actual force of the dampers and its capacity to react. The control is applied to a numerical three-dimensional benchmark problem which is used by the structural control community as a state-of-the-art model for numerical experiments of seismic control attenuation. The performance indices show that the proposed semi-active controller behaves satisfactorily.
机译:磁流变(MR)阻尼器作为缓解结构振动的半主动装置受到了特别的关注。由于这些设备固有的非线性,因此很难获得合理的数学逆模型。本文涉及两个相关的概念。一方面,它基于归一化的Bouc-Wen模型提出了一种新的MR阻尼器逆模型。另一方面,它考虑了一种用于建筑结构的混合地震控制系统,该系统将一类无源非线性基础隔离器与半有源控制系统结合在一起。在此应用中,MR阻尼器用作半主动设备,其中电压通过反馈控制回路进行更新。 MR阻尼器的管理根据所需的控制力,阻尼器的实际力及其反作用力以分级方式进行。该控制应用于数值三维基准问题,结构控制社区将其用作地震控制衰减数值实验的最新模型。性能指标表明,所提出的半主动控制器性能令人满意。

著录项

  • 来源
    《Computers & Structures》 |2010年第8期|483-496|共14页
  • 作者单位

    CoDAlab, Departament de Matematka Aplicada III, Escola Tecnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona (ETSECCPB), Universitat Politecnica de Catalunya (UPC),Jordi Girona, 1-3, 08034 Barcelona, Spain;

    CoDAlab, Departament de Matematka Aplicada III, Escola Universitaria d'Enginyeria Tecnica Industrial de Barcelona (EUETIB), Universitat Politecnica de Catalunya (UPC), Comte d'Urgell, 187, 08036 Barcelona, Spain;

    CoDAlab, Departament de Matematka Aplicada III, Escola Universitaria d'Enginyeria Tecnica Industrial de Barcelona (EUETIB), Universitat Politecnica de Catalunya (UPC), Comte d'Urgell, 187, 08036 Barcelona, Spain;

    CoDAlab, Departament de Matematka Aplicada III, Escola Tecnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona (ETSECCPB), Universitat Politecnica de Catalunya (UPC),Jordi Girona, 1-3, 08034 Barcelona, Spain;

    CIMNE, Departament de Resistencia de Materials i Estructures a l'Enginyeria, Escola Tecnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona (ETSECCPB), Universitat Politecnica de Catalunya (UPC), Jordi Girona, 1-3, 08034 Barcelona, Spain;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    MR damper; parameter identification; benchmark building;

    机译:MR阻尼器;参数识别;基准建筑;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号