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Optimal Sensor Placement of TYTON Joints in the Water Pipeline Networks Subjected to Near-Fault and Far-Fault Earthquakes

机译:遭受近断层和远断层地震的水管网络中TYTON接头的最佳传感器放置

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Water pipeline networks make up vital infrastructures throughout the world. Since water pipelines operate under high pressure, their failure can cause severe damage to human health and property. In this study, the water pipeline network of a district in Tehran was modeled using the Finite Element Method (FEM). Also, nonlinear time-history analysis was performed via seismic scaled records of Near-Fault (NF) and Far-Fault (FF) earthquakes. Furthermore, Optimal Sensor Placement (OSP) procedure was done in which a Genetic Algorithm (GA) was selected to act as the solution of the optimization formulation. Only TYTON joints in the modeled network were considered for OSP due to their vulnerability against seismic loads. Unlike the common algorithms that employ modal analysis results, the authors propose a novel approach for OSP that uses nonlinear time-history analysis results as an exact seismic response. Statistical results showed that there is a significant difference between the obtained OSP results of NF and FF earthquakes.
机译:自来水管网构成了全球重要的基础设施。由于输水管道在高压下运行,其故障会严重损害人体健康和财产。在这项研究中,使用有限元方法(FEM)对德黑兰某地区的水管网进行了建模。此外,通过近震(NF)和远震(FF)地震的地震定标记录进行了非线性时程分析。此外,完成了最佳传感器放置(OSP)程序,其中选择了遗传算法(GA)作为优化公式的解决方案。由于建模网络中的TYTON接头抵抗地震载荷的脆弱性,因此仅考虑将它们用于OSP。与采用模态分析结果的常用算法不同,作者提出了一种新颖的OSP方法,该方法使用非线性时间历史分析结果作为精确的地震响应。统计结果表明,获得的NF和FF地震的OSP结果之间存在显着差异。

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