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Adaptive Approach for Sensor Placement Combining a Quantitative Strategy with Engineering Practice

机译:传感器放置的自适应方法与工程实践相结合的定量策略

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Infrastructure-capacity challenges due to growing populations, increasing urbanization and ageing existing assets are widespread. The assessment of remaining life of existing infrastructure has the potential to improve decision-making on asset management. However, this task is challenging due to the difficulties in modelling of infrastructure behavior. Error-domain model falsification (EDMF) is an easy-to-use model-based structural-identification methodology where field measurements are used to improve knowledge of the real behavior of structures. This methodology accommodates aleatory and systematic uncertainties induced by sources such as modelling assumptions, boundary conditions and numerical computation. Field-measurements, collected during load tests, lead to the identification of bridge characteristics such as geometric and material properties as well as support conditions. Benefits of structural-identification practice depend upon the methodology chosen but also upon the choice of sensor type and its location. In spite of such obvious importance, sensor types and positions are usually chosen using only qualitative rules of thumb coming from engineering experience. A more rational strategy to design optimal sensor configuration is justified and this is the aim of the study described in this paper. First, two quantitative methodologies for sensor-configuration optimization are compared with the solution designed by engineers using experience only on a full-scale case study in Singapore. The first quantitative sensor-placement methodology selects sensor locations with the largest signal-to-noise ratio in model prediction. The second strategy maximizes the joint entropy of the sensor configuration, using the hierarchical algorithm for sensor-placement. The joint entropy evaluates redundant information between possible sensor locations to select locations delivering the largest information gain when coupled. The performance of sensor configurations is evaluated using two information-gain metrics: information gain and the expected number of candidate models using simulated measurements. The hierarchical algorithm outperforms the strategy based on the maximal signal-to-noise ratio and the sensor configuration chosen empirically without calculation. However, the sensor configuration proposed by the hierarchical algorithm may be non-intuitive for practitioners. Eventually, an adaptive approach, involving engineering judgement and the hierarchical algorithm is proposed to outperform engineering judgement and to avoid non-intuitive sensor configurations proposed by the hierarchical algorithm. Results highlight that information gain metrics combined with quantitative and qualitative strategies for sensor selection and placement lead to a useful tool for asset managers.
机译:基础设施 - 由于种群增长而导致的基础设施 - 能力挑战,增加城市化和老化现有资产是普遍的。对现有基础设施剩余寿命的评估有可能改善资产管理的决策。但是,由于基础设施行为的建模困难,这项任务是挑战。错误域模型伪造(EDMF)是一种易于使用的基于模型的结构 - 识别方法,用于改善结构的真实行为的知识。该方法可容纳由诸如建模假设,边界条件和数值计算等来源引起的蜕皮和系统的不确定性。在负载测试期间收集的场测量导致识别诸如几何和材料特性以及支撑条件的桥接特性。结构识别实践的好处取决于所选择的方法,而且取决于传感器类型的选择及其位置。尽管有这种明显的重要性,但通常使用来自工程经验的定性拇指规则来选择传感器类型和位置。更合理的设计最佳传感器配置的策略是合理的,这是本文中描述的研究的目的。首先,将两种定量方法与传感器配置优化的定量方法与工程师设计的解决方案进行了比较,这些解决方案仅在新加坡的全规模案例研究中使用经验。第一定量传感器 - 放置方法在模型预测中选择具有最大信噪比的传感器位置。第二策略利用传感器放置的分层算法,最大化传感器配置的联合熵。关节熵评估可能的传感器位置之间的冗余信息,以选择耦合时提供最大信息增益的位置。使用两个信息增益度量评估传感器配置的性能:使用模拟测量的信息增益和预期的候选模型数。分层算法基于最大信噪比和在无需计算的情况下选择的最大信噪比和传感器配置来胜过策略。然而,由分层算法提出的传感器配置可能对从业者不直观。最终,提出了一种涉及工程判断和分层算法的自适应方法,以优于工程判断,并避免分层算法提出的非直观传感器配置。结果强调信息收益指标与传感器选择和放置的定量和定性策略相结合,导致资产管理人员的有用工具。

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