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Stochastic life-cycle analysis of deteriorating infrastructure systems and an application to reinforced concrete bridges.

机译:基础设施系统恶化的随机生命周期分析及其在钢筋混凝土桥梁中的应用。

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摘要

Infrastructure systems are critical to a country's prosperity. It is extremely important to manage the infrastructure systems efficiently in order to avoid wastage and to maximize benefits. Deterioration of infrastructure systems is one of the primary issues in civil engineering today. This problem has been widely acknowledged by engineering community in numerous studies. We need to evolve efficient strategies to tackle the problem of infrastructure deterioration and to efficiently operate infrastructure.;In this research, we propose stochastic models to predict the process of deterioration in engineering systems and to perform life-cycle analysis (LCA) of deteriorating engineering systems. LCA has been recognized, over the years, as a highly informative tool for helping the decision making process in infrastructure management. In this research, we propose a stochastic model, SSA, to accurately predict the effect of deterioration processes in engineering systems. The SSA model addresses some of the important and ignored areas in the existing models such as the effect of deterioration on both capacity and demands of systems and accounting for different types of failures in assessing the life-span of a deteriorating system. Furthermore, this research proposes RTLCA, a renewal theory based LCA model, to predict the life-cycle performance of deteriorating systems taking into account not only the life-time reliability but also the costs associated with operating a system. In addition, this research investigates the effect of seismic degradation on the reliability of reinforced concrete (RC) bridges. For this purpose, we model the seismic degradation process in the RC bridge columns which are the primary lateral load resisting system in a bridge. Thereafter, the RTLCA model along with SSA model is used to study the life-cycle of an example RC bridge located in seismic regions accounting for seismic degradation. It is expected that the models proposed in this research will be helpful in better managing our infrastructure systems.
机译:基础设施系统对一个国家的繁荣至关重要。高效管理基础架构系统非常重要,这样可以避免浪费并最大化收益。基础设施系统的恶化是当今土木工程的主要问题之一。在许多研究中,这个问题已被工程界广泛认可。我们需要制定有效的策略来解决基础设施退化的问题并有效地运营基础设施。在本研究中,我们提出了随机模型来预测工程系统的退化过程并进行工程恶化的生命周期分析(LCA)系统。多年来,LCA被公认为是有助于基础设施管理决策过程的信息丰富的工具。在这项研究中,我们提出了一种随机模型SSA,以准确预测工程系统中退化过程的影响。 SSA模型解决了现有模型中的一些重要且被忽略的领域,例如,退化对系统容量和需求的影响,以及在评估不断恶化的系统的寿命时考虑了不同类型的故障。此外,这项研究提出了一种基于更新理论的LCA模型RTLCA,以预测恶化的系统的生命周期性能,不仅要考虑生命周期的可靠性,还要考虑与操作系统相关的成本。此外,本研究还研究了地震衰减对钢筋混凝土(RC)桥梁可靠性的影响。为此,我们对RC桥柱中的地震衰减过程进行建模,RC桥柱是桥梁中的主要侧向抗力系统。此后,将RTLCA模型与SSA模型一起用于研究位于地震区域的示例RC桥的寿命周期,该地震桥考虑了地震的退化。可以预期,本研究中提出的模型将有助于更好地管理我们的基础架构系统。

著录项

  • 作者

    Kumar, Ramesh.;

  • 作者单位

    Texas A&M University.;

  • 授予单位 Texas A&M University.;
  • 学科 Civil engineering.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 172 p.
  • 总页数 172
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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