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Bayesian filtering in nonlinear structural systems with application to structural health monitoring.

机译:非线性结构系统中的贝叶斯滤波及其在结构健康监测中的应用。

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摘要

During strong earthquakes structural systems exhibit nonlinear behavior due to low-cycle fatigue, cracking, yielding and/or fracture of constituent elements. After a seismic event it is essential to assess the state of damage of structures and determine if they can safely resist aftershocks or future strong motions. The current practice in post-earthquake damage assessment relies mainly on visual inspections and local testing. These approaches are limited to the ability of inspectors to reach all potentially damaged locations, and are typically intended to detect damage near the outer surfaces of the structure leaving the possibility of hidden undetected damage. Some structures in seismic prone-regions are instrumented with an array of sensors that measure their acceleration at different locations. We operate under the premise that acceleration response measurements contain information about the state of damage of structures, and it is of interest to extract this information and use it in post-earthquake damage assessment and decision making strategies.;The objective of this dissertation is to show that Bayesian filters can be successfully employed to estimate the nonlinear dynamic response of instrumented structural systems. The estimated response is subsequently used for structural damage diagnosis. Bayesian filters combine dynamic response measurements at limited spatial locations with a nonlinear dynamic model to estimate the response of stochastic dynamical systems at the model degrees-of-freedom. The application of five filters is investigated: the extended, unscented and ensemble Kalman filters, the particle filter and the model-based observer.;The main contributions of this dissertation are summarized as follows: i) Development of a filtering-based mechanistic damage assessment framework; ii) Experimental validation of Bayesian filters in small and large-scale structures; iii) Uncertainty quantification and propagation of response and damage estimates computed using Bayesian filters.
机译:在强地震期间,由于组成元素的低周疲劳,破裂,屈服和/或断裂,结构系统表现出非线性行为。发生地震后,必须评估结构的损坏状态并确定它们是否可以安全地抵抗余震或未来的强烈运动。震后破坏评估的当前做法主要依靠目视检查和本地测试。这些方法仅限于检查人员到达所有可能损坏的位置的能力,并且通常旨在检测结构外表面附近的损坏,而留下未检测到的隐藏损坏的可能性。地震易发区的某些结构装有一系列传感器,可测量其在不同位置的加速度。我们在这样的前提下进行操作:加速度响应测量值包含有关结构损坏状态的信息,因此有必要提取该信息并将其用于地震后的损坏评估和决策策略中。证明了贝叶斯滤波器可以成功地用于估计仪器结构系统的非线性动力响应。估计的响应随后用于结构损伤诊断。贝叶斯滤波器将有限空间位置处的动态响应测量结果与非线性动力学模型相结合,以估计模型自由度下的随机动力学系统的响应。研究了五个过滤器的应用:扩展,无味和集成卡尔曼过滤器,粒子过滤器以及基于模型的观察器。论文的主要贡献概括如下:i)建立基于过滤的机械损伤评估框架ii)在小型和大型结构中进行贝叶斯滤波器的实验验证; iii)使用贝叶斯滤波器计算的响应和损害估计的不确定性量化和传播。

著录项

  • 作者

    Erazo, Kalil O.;

  • 作者单位

    The University of Vermont and State Agricultural College.;

  • 授予单位 The University of Vermont and State Agricultural College.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2015
  • 页码 256 p.
  • 总页数 256
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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