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Integrated vibration control and health monitoring of building structures using semi-active friction dampers : part II - numerical investigation

机译:使用半主动摩擦阻尼器的建筑结构的整体振动控制和健康监测:第二部分-数值研究

摘要

An integrated procedure for model updating, vibration control and damage detection of a building structure using semi-active friction dampers has been presented in part I of this paper. The feasibility of the proposed procedure and the practical issues of its application are investigated numerically in this accompanying paper. The model updating scheme is first applied to an example building to identify its structural parameters. The effects of measurement noise, incomplete measurement information and damper stiffness on the quality of model updating are evaluated. The control performance of seismic response of the example building using the semi-active friction dampers manipulated by a local feedback control strategy with a Kalman filter is then assessed through comparisons with the same local feedback control strategy but without the Kalman filter and with a global feedback control strategy. The optimum damper stiffness suitable for both model updating and vibration control is also determined. Finally, two damage scenarios are presented to ascertain the accuracy of the damage detection scheme for different damage severities and locations with and without noise contamination. The additional comparison is made between the proposed damage detection scheme and the traditional sensitivity approach. The numerical results demonstrate the feasibility of the proposed integrated procedure.
机译:本文的第一部分介绍了使用半主动摩擦阻尼器进行建筑结构模型更新,振动控制和损伤检测的集成程序。随附的论文对所提出的方法的可行性及其应用中的实际问题进行了数值研究。首先将模型更新方案应用于示例建筑物,以识别其结构参数。评估了测量噪声,不完整的测量信息和阻尼器刚度对模型更新质量的影响。然后,通过与具有卡尔曼滤波器的局部反馈控制策略进行比较,评估与使用具有卡尔曼滤波器的局部反馈控制策略操纵的半主动摩擦阻尼器对示例建筑物的地震响应的控制性能。控制策略。确定适合模型更新和振动控制的最佳阻尼器刚度。最后,提出了两种损坏情况,以确定有无噪声污染的不同损伤严重度和位置的损伤检测方案的准确性。在提议的损坏检测方案与传统灵敏度方法之间进行了额外的比较。数值结果证明了所提出的综合程序的可行性。

著录项

  • 作者

    Chen B; Xu YL;

  • 作者单位
  • 年度 2008
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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