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Stochastic damage detection method for building structures with parametric uncertainties

机译:参数不确定的建筑结构随机损伤检测方法

摘要

Uncertainties, such as modeling errors and measurement errors, are inevitably involved in damage detection of a building structure. Most deterministic damage detection methods, however, do not consider uncertainties, thus limiting their practical application. A new stochastic damage detection method is therefore proposed in this paper for damage detection of building structures with parametric uncertainties. The proposed method contains two basic steps. The first step is to determine the probability density functions (PDFs) of the structural stiffness parameters before and after damage occurrence by integrating the statistical moment-based damage detection method with the probability density evolution method. In the second step, based on a special probability function calculated using the obtained PDFs, new damage indices are proposed and both damage locations and damage severities are identified. The feasibility and effectiveness of the proposed method are numerically demonstrated through a shear building structure with three damage scenarios. The first modal damping ratio of the building structure is regarded as a random parameter with a lognormal distribution. Numerical results show that both damage locations and damage severities can be identified satisfactorily. One of the advantages of the proposed method lies in that it can deal with uncertainty parameters of non-normal distributions.
机译:诸如建模错误和测量错误之类的不确定性不可避免地涉及建筑结构的损坏检测。但是,大多数确定性损坏检测方法没有考虑不确定性,因此限制了它们的实际应用。因此,针对具有参数不确定性的建筑结构,本文提出了一种新的随机损伤检测方法。所提出的方法包含两个基本步骤。第一步是通过将基于统计矩的损伤检测方法与概率密度演化方法相结合,确定损伤发生之前和之后的结构刚度参数的概率密度函数(PDF)。在第二步中,基于使用获得的PDF计算的特殊概率函数,提出新的损伤指数,并识别损伤位置和损伤严重程度。通过具有三种破坏场景的剪力建筑物结构,数值证明了该方法的可行性和有效性。建筑结构的第一模态阻尼比被认为是具有对数正态分布的随机参数。数值结果表明,损伤位置和损伤严重程度都可以令人满意地识别。该方法的优点之一在于它可以处理非正态分布的不确定性参数。

著录项

  • 作者

    Xu YL; Zhang J; Li J; Wang XM;

  • 作者单位
  • 年度 2011
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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