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Convolutional neural network-based safety evaluation method for structures with dynamic responses

机译:基于卷积神经网络的动态响应结构的安全评估方法

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The strain sensors that are used to evaluate structural members have a limited lifespan and thus have shown limitations to perform long-term structural health monitoring (SHM). This study presents a convolutional neural network (CNN)-based strain prediction technique that allows for structural safety evaluations in case of absence or defect of strain sensors. In the proposed method, CNNs were used to establish a relationship between the dynamic structural response and the strain response measured in the structure. A number of dynamic structural responses and the structural member's strain response that are measured before the strain sensor malfunctions are used as input data and output data, respectively, to train the CNNs. The trained CNNs can estimate the strain and evaluate the structural safety even when the later strain measurement response cannot be used. Dynamic acceleration and displacement responses are used as input data in the two CNNs presented in this study, called CNN_A and CNN_D respectively. A numerical study of a beam-like structure and an experimental study which includes shaking table tests on a reinforced concrete frame specimen were conducted to confirm the validity of the strain predictions by the proposed method with CNN_A and CNN_D. The strain prediction performance of the proposed CNNs is compared in these applications. This study also examines the proposed technique's strain prediction performance according to the amount of data used to train the CNNs. In addition, this study discusses influences of variations in the number of locations for measuring the dynamic structural responses that are used as the CNNs' input data on the strain prediction performance. (C) 2020 Elsevier Ltd. All rights reserved.
机译:用于评估结构构件的应变传感器具有有限的寿命,因此显示了执行长期结构健康监测(SHM)的限制。该研究提出了一种基于卷积神经网络(CNN)的应变预测技术,其允许在缺乏或缺陷的应变传感器的情况下进行结构安全评估。在所提出的方法中,用于建立动态结构响应与结构中测量的应变响应之间的关系。在应变传感器故障之前测量的许多动态结构响应和结构构件的应变响应分别用作输入数据和输出数据,以培训CNN。训练的CNN可以估计应变,并在不能使用后来的应变测量响应时评估结构安全性。动态加速度和位移响应用作本研究中呈现的两个CNN中的输入数据,分别称为CNN_A和CNN_D。对梁状结构的数值研究和包括在钢筋混凝土框架标本上振动台检验的实验研究,以通过CNN_A和CNN_D的提出方法确认应变预测的有效性。在这些应用中比较了所提出的CNN的应变预测性能。本研究还根据用于培训CNN的数据量来检查所提出的技术的应变预测性能。此外,本研究讨论了测量使用作为CNNS输入数据的动态结构响应的位置数量的变化的影响。 (c)2020 elestvier有限公司保留所有权利。

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