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Further development of Delaware's first permanently instrumented bridge.

机译:特拉华州第一座永久性检测桥梁的进一步开发。

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摘要

The reliability of typical highway bridges is becoming a concern as America's interstate highway system ages. Visual inspection practices used to determine the condition of these bridges can be inconsistent and do not yield the quantitative data needed to completely assess the health of the structure. The ability to quickly determine the overall condition of a bridge has become a major interest of bridge owners. Structural health monitoring systems are thought to be a viable solution to this problem, providing numeric data on the current condition of a bridge.;The University of Delaware has developed a permanent structural health monitoring system to evaluate the overall condition of common highway bridges. The system will serve as a model for the Federal Highway Administration's Long-Term Bridge Performance Program (LTBPP). The goal of the LTBPP is to determine the cause of bridge deterioration and will use some permanently installed monitoring systems to collect data for this purpose. The structural monitoring system was installed on Bridge 1-821, a typical slab on steel girder bridge located in Wilmington, Delaware. The system consists of 61 sensors that collect data to assess the overall health of the structure.;This thesis discusses the further development of the structural monitoring system. Unforeseen plans to paint Bridge 1-821 forced the removal of the system for several months: a detailed description of the removal and re-installation process is presented. The management of collected data is also discussed, including the use of a trigger to initiate data collection and the development of a data management and filtering program. Samples of what can be generated by the data management system are presented. An example of a basic dynamic spectral analysis is presented using acceleration data that was collected by the system, highlighting the possible uses of the data. Lastly, future work to make advancements to the monitoring system is presented.
机译:随着美国州际公路系统的老化,典型公路桥梁的可靠性正成为人们关注的问题。用于确定这些桥梁状况的目测检查方法可能不一致,并且无法获得完全评估结构健康所需的定量数据。快速确定桥梁整体状况的能力已成为桥梁所有者的主要兴趣。结构健康监测系统被认为是解决此问题的可行解决方案,可提供有关桥梁当前状况的数值数据。特拉华大学开发了一种永久性结构健康监测系统,用于评估普通公路桥梁的总体状况。该系统将作为联邦公路管理局的长期桥梁性能计划(LTBPP)的模型。 LTBPP的目标是确定桥梁损坏的原因,并将为此使用一些永久安装的监视系统来收集数据。结构监视系统安装在1-821桥上,该桥是特拉华州威尔明顿市钢梁桥上的典型平板。该系统由61个传感器组成,这些传感器收集数据以评估结构的整体健康状况。;本文讨论了结构监测系统的进一步发展。无法预料的计划对Bridge 1-821进行油漆涂漆,迫使系统拆除了几个月:提出了拆除和重新安装过程的详细说明。还讨论了收集数据的管理,包括使用触发器来启动数据收集以及开发数据管理和过滤程序。展示了可以由数据管理系统生成的样本。使用系统收集的加速度数据介绍了基本动态频谱分析的示例,突出了该数据的可能用途。最后,介绍了在监视系统方面取得进展的未来工作。

著录项

  • 作者

    Natale, Robert J., Jr.;

  • 作者单位

    University of Delaware.;

  • 授予单位 University of Delaware.;
  • 学科 Engineering Civil.
  • 学位 M.C.E.
  • 年度 2008
  • 页码 126 p.
  • 总页数 126
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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