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Structural health monitoring and detection of progressive and existing damage using artificial neural networks-based system identification.

机译:使用基于人工神经网络的系统识别对结构性健康进行监测并检测渐进性和现有损伤。

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摘要

This dissertation presents a novel “Intelligent Parameter Varying” (IPV) health monitoring and damage detection technique that accurately detects the existence, location, and time of damage occurrence without any assumptions about the constitutive nature of structural non-linearities. This technique combines the advantages of parametric techniques with the non-parametric capabilities of artificial neural networks by incorporating artificial neural networks into a traditional parametric model.; This IPV technique is demonstrated using a lumped-mass structural model with an embedded array of artificial neural networks. These networks identify the non-linear and time-varying storing forces that would be difficult or impossible to model using traditional modeling techniques. This approach preserves direct associations between the model and the underlying system dynamics, making it ideally suited for health monitoring. Backpropagation of error is used to identify the “optimal” network parameters from recorded acceleration responses.; Chapter 1 presents an introduction to commonly used health monitoring and damage detection strategies, discusses their advantages and shortcomings, and identifies the building blocks of an effective health monitoring and damage detection strategy. Chapter 2 presents the principles of modeling and system identification. Different modeling and optimization techniques are introduced and their relevance to health monitoring and damage detection are identified. Chapter 3 introduces artificial neural networks, in particular Radial Basis Function Networks (RBFNs), for function approximation as related to the development of the IPV technique. Chapter 4 presents the development and implementation of the IPV technique. It includes development of (1) a computational model of a typical three-story, base-excited structure, (2) computational models for elastic, elasto-plastic, and hysteretic restoring forces, (3) structural damage mechanisms, (4) structural response simulations to synthetic and recorded ground excitations, and (5) the IPV technique implementation. Chapter 5 is devoted to studying the effects of changes in artificial neural network parameters on IPV accuracy and performance. Chapter 6 is devoted to studying the effects of measurement noise on IPV accuracy. Chapter 7 identifies the main advantages of IPV over other techniques and provides future research directions. (Abstract shortened by UMI.)
机译:本文提出了一种新颖的“智能参数变化”(IPV)健康监测和损伤检测技术,该技术可以准确检测损伤发生的存在,位置和时间,而无需对结构非线性的本构性质进行任何假设。通过将人工神经网络合并到传统的参数模型中,该技术将参数技术的优势与人工神经网络的非参数功能相结合。使用具有嵌入式神经网络阵列的集总质量结构模型演示了此IPV技术。这些网络确定了使用传统建模技术很难或不可能建模的非线性和时变存储力。这种方法保留了模型与基础系统动力学之间的直接关联,使其非常适合于健康状况监视。误差的反向传播用于从记录的加速度响应中识别“最佳”网络参数。第1章介绍了常用的健康监视和损害检测策略,讨论了它们的优缺点,并确定了有效的健康监视和损害检测策略的组成部分。第2章介绍了建模和系统识别的原理。介绍了不同的建模和优化技术,并确定了它们与健康监控和损坏检测的相关性。第3章介绍了人工神经网络,特别是径向基函数网络(RBFN),用于与IPV技术发展相关的函数逼近。第4章介绍IPV技术的开发和实现。它包括(1)典型的三层基础受激结构的计算模型的开发;(2)弹性,弹塑性和滞后恢复力的计算模型;(3)结构破坏机理;(4)结构对合成和记录的地面激励的响应模拟,以及(5)IPV技术的实施。第5章专门研究人工神经网络参数的变化对IPV准确性和性能的影响。第6章专门研究测量噪声对IPV精度的影响。第7章确定IPV与其他技术相比的主要优势,并提供了未来的研究方向。 (摘要由UMI缩短。)

著录项

  • 作者

    Saadat, Soheil.;

  • 作者单位

    North Carolina State University.;

  • 授予单位 North Carolina State University.;
  • 学科 Engineering Mechanical.; Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 159 p.
  • 总页数 159
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 机械、仪表工业;建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:44:59

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