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Uncertainty in infrastructure deterioration modeling and robust maintenance policies for Markovian management systems.

机译:马尔可夫管理系统的基础设施退化模型和强大的维护策略不确定性。

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摘要

Infrastructure management systems help public works agencies decide when and how to maintain, repair, and rehabilitate infrastructure facilities in a cost effective manner. An integral part of an infrastructure management system is a model describing how the different infrastructure facilities to be managed deteriorate over time and with use. Many sources of error limit the ability of management systems to accurately predict how built systems will deteriorate. This dissertation introduces and examines different techniques for considering error and uncertainty in deterioration modeling within an infrastructure management system.;Techniques used include robust optimization and adaptive control. In the context of robust optimization, both MAXIMIN and Hurwicz decision criteria are studied. Computational studies involving the simulated management of pavement systems illustrate the strengths and weaknesses of the proposed approaches. These studies involve short-term, limited horizon planning, as well as indefinite-term, infinite horizon planning. Single facility infrastructure management problems are presented alongside more complex problems involving the management of a network of an arbitrarily large number of related facilities.;It is found that both robust optimization and adaptive control formulations have certain comparative advantages. Some discussion is included of the possibility of combining the robust and adaptive frameworks to create a new hybrid approach. Regardless of what approach is used, this work makes clear that consideration of uncertainty in deterioration modeling during decision-making can alter 'optimal' maintenance strategies selected and change the potential user and agency costs of infrastructure management.
机译:基础设施管理系统可帮助公共工程机构以经济高效的方式决定何时以及如何维护,维修和翻新基础设施。基础设施管理系统的组成部分是一个模型,该模型描述了要管理的不同基础设施如何随着时间的推移和使用而退化。错误的许多来源限制了管理系统准确预测内置系统将如何恶化的能力。本文介绍并研究了在基础设施管理系统中考虑退化模型中的误差和不确定性的不同技术。所使用的技术包括鲁棒优化和自适应控制。在鲁棒优化的背景下,同时研究了MAXIMIN和Hurwicz决策标准。涉及路面系统模拟管理的计算研究表明了所提出方法的优缺点。这些研究涉及短期,有限期的计划,以及无限期,无限期的计划。提出了单一设施基础设施管理问题,以及涉及涉及任意数量的相关设施网络管理的更复杂问题。;发现鲁棒优化和自适应控制公式均具有一定的比较优势。讨论了将健壮和自适应框架组合以创建新的混合方法的可能性。无论使用哪种方法,这项工作都清楚地表明,在决策过程中对劣化模型的不确定性的考虑会改变所选的“最佳”维护策略,并改变基础设施管理的潜在用户和代理商成本。

著录项

  • 作者

    Kuhn, Kenneth David.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 108 p.
  • 总页数 108
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:40:11

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