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Effects of wireless sensor network uncertainties on output-only modal-based damage identification

机译:无线传感器网络不确定性对仅基于输出模态的损伤识别的影响

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摘要

The use of Wireless Sensor Networks (WSNs) for Structural Health Monitoring (SHM) has become a promising approach due to many advantages such as low cost, fast and flexible deployment. However, inherent technical issues such as data synchronization error and data loss have prevented these distinct systems from being extensively used. Recently, several SHM-oriented WSNs have been proposed and believed to be able to overcome a large number of technical uncertainties. Nevertheless, there is limited research examining effects of uncertainties of generic WSN platform and verifying the capability of SHM-oriented WSNs, particularly on demanding SHM applications like modal analysis and damage identification of real civil structures. This article first reviews the major technical uncertainties of both generic and SHM-oriented WSN platforms and efforts of SHM research community to cope with them. Then, effects of the most inherent WSN uncertainty on the first level of a common Output-only Modal-based Damage Identification (OMDI) approach are intensively investigated. Experimental accelerations collected by a wired sensory system on a benchmark civil structure are initially used as clean data before being contaminated with different levels of data pollutants to simulate practical uncertainties in both WSN platforms. Statistical analyses are comprehensively employed in order to uncover the distribution pattern of the uncertainty influence on the OMDI approach. The result of this research shows that uncertainties of generic WSNs can cause serious impact for level 1 OMDI methods utilizing mode shapes. It also proves that SHM-WSN can substantially lessen the impact and obtain truly structural information without having used costly computation solutions.
机译:由于低成本,快速灵活的部署等诸多优势,将无线传感器网络(WSN)用于结构健康监测(SHM)已成为一种有前途的方法。但是,诸如数据同步错误和数据丢失之类的内在技术问题阻止了这些独特的系统被广泛使用。近来,已经提出了几种面向SHM的WSN,并认为它们能够克服大量的技术不确定性。然而,研究通用WSN平台不确定性的影响并验证面向SHM的WSN的能力的研究有限,特别是在要求苛刻的SHM应用(如模态分析和真实土木结构的损坏识别)方面。本文首先回顾了面向通用和面向SHM的WSN平台的主要技术不确定性,以及SHM研究社区为应对这些不确定性所做的努力。然后,深入研究了最固有的WSN不确定性对常见的仅基于模态的损伤识别(OMDI)方法的第一层的影响。由有线传感系统在基准土木结构上收集的实验加速度最初用作干净数据,然后被不同水平的数据污染物污染,以模拟两个WSN平台中的实际不确定性。为了发现不确定性对OMDI方法的影响的分布模式,已全面采用统计分析。这项研究的结果表明,通用WSN的不确定性可能对使用模式形状的1级OMDI方法造成严重影响。这也证明SHM-WSN可以大大减少影响,并获得真正的结构信息,而无需使用昂贵的计算解决方案。

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