Practical Method of Reliability-based Assessment and Lifecycle Management of Deteriorating Existing Structures

基于可靠性的评估和现有结构恶化的生命周期管理的实用方法

基本信息

  • 批准号:
    13650624
  • 负责人:
  • 金额:
    $ 2.05万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 财政年份:
    2001
  • 资助国家:
    日本
  • 起止时间:
    2001 至 2002
  • 项目状态:
    已结题

项目摘要

The continued use of existing structures is one of the most important factors for achieving sustainable society. In order to assess such structures for continued future service, simple and practical tools need to be developed for evaluating the time-dependent reliability and performance of the structures.The investigator has introduced the concept of a resistance reduction factor in order to take the impact of degradation of a structural component on its performance level into account in a scalar value. With the factor a time-dependent reliability problem can be approximated as a time-independent one and existing simple methods such as AFOSM can be used for reliability assessment. In this research, a practical formula for a resistance reduction factor is proposed classifying the cumulative distribution functions according to the classification of parent distributions of extreme value distributions. Numerical examples show that the method provides an estimate with relatively large error … More when the variability in the principal load is small and/or the variability in the resistance is large. Yet the error level is comparable with the error due to AFOSM and would not cause a problem in practice.Periodic in-service inspection followed by suitable maintenance may restore a degraded structural component to near-original condition. Since inspection and maintenance are costly, there are tradeoffs between the extent and accuracy of inspection, required level of reliability, and cost. To design an optimum inspection/maintenance strategy with minimum expected total lifecycle cost, generally non-linear optimization problem must be solved. The practical method can be applied to estimate a resistance reduction factor including the cases when the strength of a component changes discontinuously in time due to, such as, restoration. Using the proposed method, the time-dependent reliability analysis can be avoided in the optimization and the computational time can be reduced about a fiftieth. Less
继续利用现有结构是实现可持续社会的最重要因素之一。为了评估这种结构的持续未来的服务,简单和实用的工具需要开发用于评估的时间依赖的可靠性和性能的structurs.The调查员已经引入了一个阻力折减系数的概念,以考虑到其性能水平的退化的结构组件的影响,在标量值。有了这个因子,时间相关的可靠性问题可以近似为一个时间无关的,现有的简单方法,如AFOSM可以用于可靠性评估。在这项研究中,提出了一个实用的公式阻力减少因子的分类的累积分布函数根据父分布的极值分布。数值算例表明,该方法给出的估计误差较大 ...更多信息 当主负载的变化性小和/或电阻的变化性大时。然而,误差水平与AFOSM引起的误差相当,并且在实践中不会引起问题。定期的在役检查和适当的维护可以使退化的结构部件恢复到接近原始状态。由于检查和维护成本高昂,因此需要在检查的范围和准确性、所需的可靠性水平和成本之间进行权衡。为了设计一个最优的检测/维护策略,使期望的全寿命周期总费用最小,通常必须解决非线性优化问题。该实用方法可应用于估算阻力折减系数,包括当构件的强度由于诸如恢复而随时间不连续地变化时的情况。该方法避免了结构的时变可靠性分析,计算时间可减少约五十分之一。少

项目成果

期刊论文数量(9)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
加藤隆宏, 森 保宏: "限界状態設計に用いる劣化影響係数の実用的評価手法"日本建築学会東海支部研究報告集. 第40号. 125-128 (2002)
加藤贵宏、森康弘:“极限状态设计中使用的劣化影响系数的实用评价方法”日本建筑学会东海分会研究报告书第40.125-128号(2002年)
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    0
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  • 通讯作者:
Nonaka, M, Mori, Y.and Ozaki, T.: "Reliability Analysis of Existing Structures using Equivalent Degradation Factor"Summary of Technical Papers of Annual Meeting, AIJ. B-I. 25-26 (2001)
Nonaka, M, Mori, Y. 和 Ozaki, T.:“使用等效退化因子对现有结构进行可靠性分析”年会技术论文摘要,AIJ。
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    0
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Kato, T.and Mori, Y.: "Practical Method of Resistance Reduction Factor for Use in Reliability-based Assessment of Existing Structures"Proc.AIJ Tokai Chapter Architectural Research Meeting, AIJ. No.41. 161-164 (2003)
Kato, T. 和 Mori, Y.:“用于现有结构基于可靠性评估的阻力折减系数实用方法”Proc.AIJ Tokai Chapter Architectural Research Meeting,AIJ。
  • DOI:
  • 发表时间:
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  • 影响因子:
    0
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加藤隆広, 森 保宏: "既存構造物の信頼性評価に用いる劣化影響係数の実用的評価手法"日本建築学会東海支部研究報告集. 第41号. 161-164 (2003)
加藤隆宏、森泰宏:“用于既有结构可靠性评价的劣化效应系数的实用评价方法”日本建筑学会东海分会研究报告书第41. 161-164号(2003年)
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  • 影响因子:
    0
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  • 通讯作者:
Mori, Y., Takada T., and Idota, H.: "Practical Method to Determine Load and Resistance Factors Used in Limit State Design"Proc.of 1st ASRANet Int.Colloquium, Glasgow, Scotland, CD-Rom. 14 (2002)
Mori, Y.、Takada T. 和 Idota, H.:“确定极限状态设计中使用的载荷和阻力系数的实用方法”Proc.of 1st ASRANet Int.Colloquium,格拉斯哥,苏格兰,CD-ROM。
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MORI Yasuhiro其他文献

MORI Yasuhiro的其他文献

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{{ truncateString('MORI Yasuhiro', 18)}}的其他基金

Development of Highly Accurate Map of Seismic Hazard for Each Building and its Utilization
高精度各建筑物地震危险图的开发及其利用
  • 批准号:
    25282100
  • 财政年份:
    2013
  • 资助金额:
    $ 2.05万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Reliability-based Practical Seismic Design Format based on Maximum Displacement
基于最大位移的可靠性实用抗震设计格式
  • 批准号:
    21560584
  • 财政年份:
    2009
  • 资助金额:
    $ 2.05万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Reliability-Based Design of SMRF Buildings based on Maximum Displacement
基于最大位移的 SMRF 建筑可靠性设计
  • 批准号:
    19560569
  • 财政年份:
    2007
  • 资助金额:
    $ 2.05万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Development of Practical Method for Reliability-based Seismic Design and Assessment of Building Frames based on Maximum Drift
基于可靠性的抗震设计实用方法的开发和基于最大位移的建筑框架评估
  • 批准号:
    17560500
  • 财政年份:
    2005
  • 资助金额:
    $ 2.05万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Practical Method of Reliability-based Assessment and Design of a Structure with Long Service Life
长寿命结构可靠性评估与设计实用方法
  • 批准号:
    15560491
  • 财政年份:
    2003
  • 资助金额:
    $ 2.05万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Reliability Analysis Method for Degrading Structures Taking Combination of Load Processes into Account
考虑荷载过程组合的退化结构可靠性分析方法
  • 批准号:
    11650582
  • 财政年份:
    1999
  • 资助金额:
    $ 2.05万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)

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新旧组合梁极限状态设计方法研究
  • 批准号:
    23K04002
  • 财政年份:
    2023
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以协同滑移/变形承载极限为重点的螺栓梁连接极限状态设计研究
  • 批准号:
    23KJ1837
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    2023
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Limit State Design for Biodeterioration of Building Materials
建筑材料生物劣化的极限状态设计
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    536584-2019
  • 财政年份:
    2020
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    Collaborative Research and Development Grants
Limit State Design for Biodeterioration of Building Materials
建筑材料生物劣化的极限状态设计
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    536584-2019
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    2019
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Mechanism of lateral displacement behavior of buried pipeline during liquefaction and its limit state design
埋地管道液化过程中横向位移行为机理及极限状态设计
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    17H06917
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裂隙岩体岩石工程极限状态设计的进展
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    402221-2011
  • 财政年份:
    2015
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裂隙岩体岩石工程极限状态设计的进展
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受损管道内衬力学行为研究及考虑地震的修复管道极限状态设计验证
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    24248040
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