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A multi-criteria decision framework to support measurement-system design for bridge load testing

机译:支持桥梁载荷测试的测量系统设计的多准则决策框架

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摘要

Due to conservative design models and safe construction practices, infrastructure usually has unknown amounts of reserve capacity that exceed code requirements. Quantification of this reserve capacity has the potential to lead to better asset-management decisions by avoiding unnecessary replacement and by lowering maintenance expenses. However, such quantification is challenging due to systematic uncertainties that are present in typical structural models. Field measurements, collected during load tests, combined with good structural-identification methodologies may improve the accuracy of model predictions. In most structural-identification tasks, engineers usually select and place sensors based on experience and high signal-to-noise estimations. Since the success of structural identification depends on the measurement system, research into measurement system design has been carried out over several decades. Despite the multi-criteria nature of the problem, most researchers have focused only on the information gained by the measurement system. This study presents a framework to evaluate and rank possible measurement-system designs based on a tiered multi-criteria strategy. Performance criteria for the design of measurement systems include monitoring costs, information gain, ability to detect outliers and impact of loss of information in case of sensor failure. Through including conflicting criteria, such as cost of monitoring and information gain, the optimal measuring system becomes a Pareto-like choice that ultimately depends on asset-manager preference hierarchies. Several potential preference scenarios are generated and results are compared using a full-scale test study, the Exeter Bascule Bridge. The framework successfully supports an informed design of measurement systems by providing an extensive set of alternatives, including the best solution defined probabilistically and for specific conditions when other near-optimal solutions might be preferred.
机译:由于保守的设计模型和安全的施工实践,基础设施通常具有未知数量的超出法规要求的储备容量。通过避免不必要的更换和降低维护费用,量化此储备容量有可能导致更好的资产管理决策。但是,由于典型结构模型中存在系统不确定性,因此这种量化具有挑战性。在载荷测试期间收集的现场测量结果与良好的结构识别方法相结合,可以提高模型预测的准确性。在大多数结构识别任务中,工程师通常根据经验和高信噪比估算来选择和放置传感器。由于结构识别的成功取决于测量系统,因此对测量系统设计的研究已经进行了数十年。尽管该问题具有多标准性质,但大多数研究人员仅专注于测量系统获得的信息。这项研究提出了一个基于多层多准则策略评估和排名可能的测量系统设计的框架。测量系统设计的性能标准包括监视成本,信息获取,检测异常值的能力以及传感器发生故障时信息丢失的影响。通过包括诸如监视成本和信息获取之类的相互矛盾的标准,最佳的度量系统变成了帕累托式的选择,最终取决于资产管理者的偏好层次。生成了几种潜在的偏好方案,并使用全面测试研究(埃克塞特Bascule Bridge)对结果进行了比较。该框架通过提供广泛的替代方案,成功地支持了测量系统的明智设计,其中包括概率定义的最佳解决方案以及在可能需要其他接近最佳解决方案的特定条件下的最佳解决方案。

著录项

  • 来源
    《Advanced engineering informatics》 |2019年第1期|186-202|共17页
  • 作者单位

    Swiss Fed Inst Technol, Future Cities Lab, Singapore ETH Ctr, 1 CREATE Way,CREATE Tower, Singapore 138602, Singapore|Ecole Polytech Fed Lausanne, Appl Comp & Mech Lab, CH-1015 Lausanne, Switzerland;

    Swiss Fed Inst Technol, Future Resilient Syst, Singapore ETH Ctr, 1 CREATE Way,CREATE Tower, Singapore 138602, Singapore|US EPA, Land & Mat Management Div, Natl Risk Management Res Lab, Off Res & Dev, 26 W Martin Luther King Dr MS 483, Cincinnati, OH 45268 USA;

    Swiss Fed Inst Technol, Future Cities Lab, Singapore ETH Ctr, 1 CREATE Way,CREATE Tower, Singapore 138602, Singapore|Ecole Polytech Fed Lausanne, Appl Comp & Mech Lab, CH-1015 Lausanne, Switzerland;

    Univ Catania, Dept Econ & Business, Corso Italia 55, I-95129 Catania, Italy;

    Swiss Fed Inst Technol, Future Cities Lab, Singapore ETH Ctr, 1 CREATE Way,CREATE Tower, Singapore 138602, Singapore|Ecole Polytech Fed Lausanne, Appl Comp & Mech Lab, CH-1015 Lausanne, Switzerland;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    System identification; Sensor placement; Multi-criteria decision making; SMAA-PROMETHEE; Error-domain model falsification;

    机译:系统识别;传感器放置;多准则决策;SMAA-PROMETHEE;错误域模型伪造;

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