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Element-by-element model updating of large-scale structures based on component mode synthesis method

机译:基于构件模态合成方法的大型结构逐元素模型更新

摘要

Component mode synthesis (CMS) method is developed and applied to the element-by-element model updating of large-scale structures in this study. Several lowest frequencies and mode shapes of the global structure are obtained with the free interface CMS method by employing the several lowest frequencies and mode shapes of each substructure individually. In this process, the removal of higher modes is compensated by the residual modes. The eigensensitivity of the global structure is then assembled from the eigensensitivities of each substructure to the updating element parameters. Subsequently, the global model is updated using the sensitivity-based optimization technique. The application of the present method to an 11-floor frame structure and to a large-scale structure demonstrates its accuracy and efficiency. The computational time required by the substructuring method to calculate the eigensensitivity matrices is significantly reduced, as compared with that consumed by the conventional global-based approach. Selection of the number of master modes is also proposed.
机译:本研究开发了组件模式综合(CMS)方法,并将其应用于大型结构的逐元素模型更新。通过免费使用接口CMS方法,分别使用每个子结构的几个最低频率和众数,可以获得整体结构的几个最低频率和众数。在这个过程中,较高模的去除由残余模补偿。然后,从每个子结构的本征敏感性到更新的元素参数,组装全局结构的本征敏感性。随后,使用基于灵敏度的优化技术更新全局模型。本方法在11层框架结构和大型结构中的应用证明了其准确性和效率。与传统的基于全局方法的方法相比,使用子结构化方法计算本征敏感性矩阵所需的计算时间大大减少。还提出了主模式数量的选择。

著录项

  • 作者

    Yu JX; Xia Y; Lin W; Zhou XQ;

  • 作者单位
  • 年度 2016
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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