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Sensor-based nonlinear and nonstationary dynaimc analysis of online Structural Health Monitoring.

机译:在线结构健康监测的基于传感器的非线性和非平稳动态分析。

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摘要

This dissertation focuses on robust online Structural Health Monitoring (SHM) framework for civil engineering structures. The proposed framework improves the diagnostic and prognostic schemes for damage-state awareness and structural life prediction in civil engineering structures. The underlying research achieves three main objectives, namely, (1) sensor placement optimization using partial differential equation modeling and Fisher information matrix, (2) structural damage detection using quasi-recursive correlation dimension (QRCD), and (3) structural damage prediction using online empirical mode decomposition (EMD).;The research methodology includes three research tasks: Firstly, to formulate the optimal criteria for the sensor placement optimization damage detection problem based upon a partial differential equation (PDE) analytical model. The PDE model is derived and then validated through experimental results using correlation analysis. Secondly, to develop a novel quasi-recursive correlation dimension method for structural damage detection. The QRCD algorithm is integrated with an attractor analysis and overlapping windowing technique. Thirdly, to design an online structural damage prediction method based on empirical mode decomposition. The proposed SHM prediction scheme consists of two steps: prediction based change point detection using Hilbert instantaneous phase, and damage severity prediction using the energy index of the most representative intrinsic mode function (IMF).;Study results show that; (1) the proposed optimal sensor placement method leads to an optimal spatial location for a collection of sensors, which are sensitive to structural damage, (2) the proposed damage detection algorithm can significantly alleviate the complexity of computation for correlation dimension to approximate O(N), making the online monitoring of nonlinear/nonstationary processes more applicable and efficient; and (3) the proposed empirical mode decomposition method for online damage prediction overcomes the boundary effects of the sifting process, and it has significant prediction accuracy improvement (greater than 30%) over other commonly used prediction techniques.
机译:本文主要针对土木工程结构建立强大的在线结构健康监测框架。提出的框架改进了土木工程结构中损伤状态意识和结构寿命预测的诊断和预后方案。基础研究实现了三个主要目标,即(1)使用偏微分方程模型和Fisher信息矩阵进行传感器放置优化,(2)使用准递归相关维数(QRCD)进行结构损伤检测,以及(3)进行结构损伤预测在线经验模式分解(EMD)。研究方法包括三个研究任务:首先,基于偏微分方程(PDE)分析模型,为传感器布置优化损伤检测问题制定最优准则。推导PDE模型,然后使用相关分析通过实验结果进行验证。其次,开发一种新的准递归相关维数结构损伤检测方法。 QRCD算法与吸引子分析和重叠窗口技术集成在一起。第三,设计基于经验模态分解的在线结构损伤预测方法。拟议的SHM预测方案包括两个步骤:使用Hilbert瞬时相位进行基于预测的变化点检测,以及使用最具代表性的内在函数(IMF)的能量指数进行损伤严重性预测。 (1)提出的最佳传感器放置方法可为一组对结构损伤敏感的传感器提供最佳的空间位置,(2)提出的损伤检测算法可以显着减轻相关维数近似O( N),使非线性/非平稳过程的在线监测更​​加适用和高效; (3)提出的在线损伤预测的经验模式分解方法克服了筛选过程的边界效应,与其他常用的预测技术相比,具有显着的预测精度提高(大于30%)。

著录项

  • 作者

    Mistarihi, Mahmoud Zeidan.;

  • 作者单位

    Oklahoma State University.;

  • 授予单位 Oklahoma State University.;
  • 学科 Engineering Industrial.;Engineering Civil.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 191 p.
  • 总页数 191
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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